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Home My WebLink About1000-113.-12-13 '\ NO PHYSICAL PosSESION \ GENERAL SITE NOTES , ZONE:R-80 RESIDENCE LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. & SHARON M. JACOBS USE:RF.,SIDENCE S.C.T.M. 1000-113-1 \ 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF USE:RESIDENCE SINGLE E FAMILY RESIDENCE ENCE OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. \� wr LAND NOW OR FORMERLY OF THOMAS R. TALBOT -XID 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS .�:•' � - S FAMILY RESIDENCE C.T.M. 1 000-113-12-10.3 N 87°16'40" 300.00' STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS STc� SINGLE ®Q s ®e FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. Ao d K #J Q fl \\ 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS Q O } O ® OTHERWISE NOTED. ` ., ® �' 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE PROP.10'X 10' EXIST.WOODED -- , CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. (6'HIGH PVC FENCE) O O BUFFER AREA T0� n o 8 _..: :6 4 O O 5. WORK WITHIN THE R.O.W. OF MIDDLE COUNTRY ROAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE h TRASH ENCLOSURE r,o REMAIN ~m �� ie ON CONIC.PAD m o \ REQUIREMENTS OF SUFFOLK COUNTY REGULATIONS. ' w w w w w w w w w w w w w w w w R20' w w w w w <o- \ 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN " w w w ® � CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND R30' w w w w w 5 R3' ® f ® w ® AS DIRECTED BY THE TOWN OF SOUTHHOLD,DIVISION OF TRAFFIC SAFETY. ALL PAVEMENT MARKINGS REQUIRED SHALL w w w w w ® --PROP. ASPHALT 0 ® `1l BE THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. PAVEMENT ® R10' R8' R5' 0 2 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE w w w 7 R5' :`, �G f w w 9` R15' w w . w 'a N� \ FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE w w W Q1' w PROP.10'X 10' w •, w �• w W R3' (6'HIGH PVC FENCE) w w w w w �<" p EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON w w 257' w w w ; TRASH ENCLOSURE .• "` ��D oo \ THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE 4, w w + � w w w w �� `y w ON CONC.PAD w w R3' 1 u 2 yv a v REPLACED SURFACES. R18' 0 w w w w w� ya @ w w a 8. REMOVAL INCLUDES, BUT IS NOT LIMITED T0, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SMALL BE BROUGHT TO THE ATTENTION ::¢} : Map data©2d24 Terms Report a map errnr 9 OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. 9 s w \ . THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING VICINITY MAP w „•:, 0 N.T.S. FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE w APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE /'ram .'N�POT(P1 ® i FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE �ENP wP�\l 696 PROP. ADA&'VAN BULK ZONING TABLE OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE PROJECT DATA w '/' �M\S\NG' s��► �e�� w ACCESSIBLE'SIGNS(TYP OF 2) ZONING DISTRICT:LB LIMITED BUSINESS CONTRACTOR'S EXPENSE. w 0 TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12.Lot 13 "G w 256 PROP.'NO PARKING 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING V, SECTION SITE AREA.................................. 111,848 SF(2.57 Acres) ITEM SE ON PERM PROPOSED �y ANYTIME'SIGN \ 280 REMOVAL ACTIVITIES, ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS w �,,• '�� 19 \ MINIMUM LOT AREA ATTACH 80,000 SF 111,848 SF(2.57 ACRES) ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE ZONING....................................... LB LIMITED BUSINESS MENT4 CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES T ........................... VACANT 1ww PGE C�j' 280 AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT CURREN USE Sp P1 25� cp COMPONENTS/REPLACEMENTS CAN BE INSTALLED. PROPOSED USE......................... CONTRACTOR'S BUSINESS MINIMUM LOT WIDTH ATTACH 175' 300' w \NG ® ""' " .� w MENT 4 11 PROPOSED FOOTPRINT........... 22,006 SF PROPOSED 1-STORY IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE W BUILDINGA APE RA AREA , r `2 280 THE CONTRACTORS RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED , c R3' CONTRACTOR'S R3' w o w w W w \ MINIMUM LOT DEPTH 00 400.03' SHEETING AND SHORING DETAILS.SHEETING SHALL BE INCONFORMANCE WITH OSHA REQUIREMENTS. PROP.CONC.CURB w .:':;: %:' _, ti ATTACH 2 ' .'I', -.� NIS BUSINESS ;', w w w w w w �` MENT 4 PAVEMENT/CONCRETE AREA. 41,881 SF v \ (TYP.) w w w r 11,003 SF w w w ® 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, O \ O "';. 0 %' /''' R3' CONTACT THE APPROPRIATE w w w w , r^ MAXIMUM FRONT YARD 280-43 A 100' 100, LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL O UTILITIES TIES ORE PROPERLY ND COMPLETELY MARKED OUT IN THE FIELD 4 ,,r✓ ,a++✓" PRIOR TO ANY WORK AT THE SITE, ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE 280 P, TING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION E- w REPORT D TO THE ENGINEER IN WRITING PROPOSED 1-STORY �S ( w w w w MINIMUM SIDE YARD ATTACH 20' 54' SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND PROP.'NO PARKING BUILDING �� w w w \ MENT 4 ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED C� Q�m DD ` ANYTIME'SIGN CONTRACTOR'S , ® r Jo w w w i \ 280 ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY w w w BUSINESS ;,: ..: .0 w w w �' MINIMUM REAR YARD 5 5 COMPANIES PRIOR TO REMOVAL ACTIVITIES THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES \ PROP.ADA&'VA ®w 4 11,003 SF �© ' w w ATTACH DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT FEB 1 9 2025 THE CONTRACTOR \ ACCESSIBLE'SIGNS o0� w w ./o �.,.✓ 0� MENT 4 7 CO ACTOR'S EXPENSE.0 7 ' 0 25 r;: ,r+✓' �./�: ! ;. w 14 280 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF SOUTHOLDW ` LANDSCAPE AREA 1 PLANNING BOARD �/✓�" !�,,. �/` -" w 35% 2 9%(47, SF) STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN L ATTACH 1� fir' CONC.CURB MATERIALS,ROOTS AND OTHER ORGANIC MATTER,. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. w ROP. C280 PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO (TYP.) MAXIMUM LOT w PROP.CONCRETE ATTACH 20% 9.7%(22,006 SF) BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN NO PHYSICAL POSSESION w w COVERAGE MENT 4 HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% LAND NOW OR FORMERLY OF w �� ? SIDEWALK w \ GULLY REALY, LLC ®w ' OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. \ S.C.LM. VACANT13_12-12 "� `' «",> ROP. CONCRETE w LONE:PRo7EC'TED MAXIMUM BUILDING 280 REFER TO GEOTECHNICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR w w 'i1kY't •R� w '�' " w SIDEWALK w ATTACH 35'l2 1/2 STORIES 18'(1 STORY) PROPOSED SURFACE ELEVATIONS. HEIGHT MENT 4 yV w w w w R3' ',; - '.' w Qw w W , ..;,•" ' w '�' w R20� w w 14, UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN ZONE:LB LIMITED BUSINESS w ~+ w w wv . w w w R5 w w w A PROJECT SHALL BE DIVIDED INTO SEPARATE ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. USE:VACANT S.C.T.M. 1000-113-12-14 \ STRUCTURES SO THAT NO SINGLE STRUCTURE w w 5p'w ' '„w w w w w w w w w w LAND NOW OR FORMERLY OF SHALL HAVE MORE THAN 60 LINEAR FEET OF w w (j1Y w W w w w w w PROP.CONC.CURB w w w w w w w w w w w w W TOWN OF SOUTHOLD \ v1�1'Ow w � .W w w W W w w w w (TYP•) w w w w w w w W w w � VACANT FRONTAGE ON ONE STREET.THE SETBACKS OF 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE \ R33' t MIN.STRUCTURE REMOVED AFTER CONSTRUCTION IS COMPLETE.REFER TO LANDSCAPE PLAN FOR DETAILS, w w w w w w w W w w w R15' ® w w w w w w w w �• 280-50-C MULTIPLE STRUCTURES ON A PARCEL MAY VARY, COMPLIES \ w w W w o R20' R15' w w w w w FRONTAGE PROVIDED THAT THE AVERAGE SETBACK OF THE w m -PROP.ASPHALT R15' w w w w w STRUCTURES MEETS THE SETBACK REQUIRED 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES w 'E- PAVEMENT I t-- w w w w w w w w w w w w w w °'G�f ABOVE AND ALL BUILDINGS ARE AT LEAST 75 REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, I- u' FEET FROM THE RIGHT-OF-WAY. AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN T � w R45' 0 ` ® ® w w w w w w w �m�� ACCORDANCE WITH STATE AND LOCAL LAW. IN ALL NONRESIDENTIAL DISTRICTS,THERE w w __,PROP. STOP SIGN R40' w w w w W w w w w v a 2 y�o o \ SHALL BE A LANDSCAPED STRIP IN THE FRONT 17. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR w w w w w w w w w w w W w w MIN.LANDSCAPE YARD AREA;THE STRIP SHALL BE 25'.THERE r^ n \ 1 Q w w w w w w�w R25' (TYP') ^w w w w 1�+ w w w w w w w W 0 0 280-93-B COMPLIES REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE W w w w w w w w w w w W w w w w w w 0 , BUFFER SHALL BE ALSO BE A LANDSCAPED AREA 5'WIDE COST OF THE CONTRACTOP. 0 o PROP.CONIC.CURB W w w w w R25' w cm, o Y w w w w w w w w W w w w W w ABUTTING THE FRONT OF THE BUILDING IN ALL w w w w w w m w r w w w ROP.CONIC.CURB w w w w w w w NON RESIDENTIAL DISTRICTS. 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. (TYP.) w w w w w w w w w w w w w w W NO. DATE BY DESCRIPTION W w w w w 10 w w w w (TYP.) w w w w w w w A BUFFER AREA SHALL BE REQUIRED ALONG ALL 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. w w w w w w w w w w w w w w w w w w w w w BOUNDARIES OFANONRESIDENTIALLOT REVISIONS PROPOSED w w W w w w w w \ TRANSITION BUFFER 280-94- ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. 0 o \ 45' 20, PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A SUFFOLK COUNTY RIGHT-OF-WAY THE w w w w � w w w w w w w w w w w AREA B(3) SUCH BUFFER AREA SHALL COMPLY WITH AT \ \ EXIST.WOODED 30' LANDSCAPE AREA w w w w w w w w w APPLICANT/OWNER/DEVELOPERICONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM THE SCDPW. BUFFER AREA TO w w w w w w w w w w ® a LEAST THE FOLLOWING MINIMUM STANDARDS: r REMAIN w w w w w w w w w w w w w w w W w w w w w w w ® LIMITED BUSINESS DISTRICT:20 FEET 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE APPLICANT/OWNER/DEVELOPER/CONTRACTOR. w w w w w w w w w w W w w w w w w w w W w w w W W 5'WIDE FILL EASEMENT IN z FAVOR OF COUNTY OF SUFFOLK Qw w w w w w w w w w w w w w w w w w w w w w w ANY DISTRICT OTHER THAN A RES IDENTIAL is 9. 0 w w w w w W w w w w w w w w w w w w w Y w w w TRANSITION BUFFER 280-94- DISTRICT ADJOINING LAND OWNED OR 22. ALL TRAFFIC ROAD MARKINGS, ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE ii 1�v w w 1°l f w w -L w J' w W w w w .t- 25 6' ''F ..... 528.64' w w w w w w w w w _ _ AREA B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND y 7 COUNTY OR SOUTHOLD TOWN WITH CURRENT R35' R35' S $7o 16 40n N 300.00' OR POTENTIAL USE AS PARKLAND:25 FEET. TOI CHARACTERISTICS BEFORE CONSTRUCTION NSURETHAT, IN THE ROADWAYS ADJACENT TOTHECONSTRUCTION SI Ti E,THESE MARKINGS,SIGNS AND SIGNALSCANT SHALL BE FURTHER , EDGE CJF PAVEMENT 1y ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME y PROP. STOP SIGN(R1 1)&N 1S ROP.THERMOPLASTIC MUST BE APPROVED BY THE SCWPW. Cl I d % LEFT TURN SIGN(R3-2) WHITE STRIPING AND THERMOPLASTIC STOP BAR J _z PARKING CALCULATIONS 23. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 664 BLUE POINT ROAD, UNIT 8 REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY,AND ICC/ANSIA117.1-2017. HOLTSVILLE, NEW YORK 11742 // SO!ID WHITE LINE �V�'S•I-• .B�' vE�. ITEM SECTION PERMITTED/REQUIRED PROPOSED 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEWALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED (631) 961-0506 MINIMUM STALL SIZE 280-78-C 9'x19' 91X19' WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A www.KeyCivilEngineering.com SOLID YELLOW LINE ..........__....._--_....................._....,......_................._-__-_....... ..............._............__....._................_-_---------.........._.........__-- CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,•.T IS THE CONTRACTOR'S EDGE OF PAVEMENT RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY PROJECT NAME DLE RC> MINIMUM AISLE WIDTH 280-78-C 22'MIN.WITH 90°PARKING 25'WITH 90'PARKING THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY ---GRASS MEDIAN- = THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH N®RAT R00 PROPOSED ®P®S 1Y FOR COLLECTOR ROADS&16 FOR LOCAL REGULATIONS AND CODE. r K (s LK C® R-(:xAD 48) ACCESS DRIVEWAY SECONDARY HIGHWAYS(ONE WAY) 30'TWO-WAY 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, T ("� WIDTH 20'FOR COLLECTOR ROADS&30'FOR OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES, THE CONTRACTOR IS V V SECONDARY HIGHWAYS(TWO WAY) RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE MINIMUM PARKING CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING EBULDINGS SETBACK 280-78-J-2 10'FROM ALL PROPERTY LINES COMPLIES PROCEDURES. 705 COUNTY ROAD 48 LEGEND FOR MANUFACTURING,WHOLESALE AND 26. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF MATTITUCK, NY 11952 REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, STORAGE USES AND FOR DRY-CLEANING AND TOWN OF SOUTHOLD, COUNTY OF SUFFOLK EXISTING ITEM PROPOSED RUG-CLEANING ESTABLISHMENTS AND 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 ®�®® PROPERTY LINE LAUNDRIES:ONE BERTH FOR 5,000 TO 10,000 WRITING OF ANY CONFLICTS. NUMBER OF LOADING 280-79-A-6 NOT APPLICABLE SQUARE FEET OF FLOOR AREA IN SUCH USE, DRAWING TITLE SPACES REQUIRED AND ONE ADDITIONAL BERTH FOR EACH 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL BUILDING ADDITIONAL 10,000 SQUARE FEET OF FLOOR SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND AREA OR FRACTION THEREOF SO USED.IN OWNER PRIOR TO INITIATING WORK. DOOR LOCATION eNAT ADDITION,ADEQUATE RESERVED PARKING FOR SITE PLAN WAITING TRUCKS SHALL BE PROVIDED. 29. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF OVERHEAD DOOR jA RECORD AT END OF CONSTRUCTION. LOCATION °N MINIMUM LOADING - SPACE SIZE 280-79-B 15'IN WIDTH,45'IN LENGTH,AND 14'CLEARANCE NOT APPLICABLE 30, THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW CONCRETE CURB THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DATE: 01l27/2025 NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. SIGN MINIMUM NUMBER OF 280-78 CONTRACTOR BUSINESS 45 STALLS SCALE: 1" = 30' STALLS 22,006 SF/1 SPACE PER 500 SF=44 STALLS 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). MANHOLE 0 ® PROJECT NUMBER: 24216 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING INLET ® MIN.FRONT FACING NO GREATER THAN 30%OF TOTAL NUMBER OF NO FRONT FACING INCOMPLIANCE WITH OSHA REQUIREMENTS. DRAWING BY: JR OFF-STREET PARKING 28-48-B.-17-5 a PARKING STALLS PARKING PROVIDED 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE AREA LIGHT RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. CHECKED BY: DP PAVEMENT MARKING � [v) VARIANCE REQUIRED 34. SIGNS TO BE FILED UNDER SEPARATE APPLICATIONS BY OTHERS. APPROVED BY: MP ARROW AL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED ACCESSIBLE MARKING Q� NE W Y PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, PAR SUB-DIVISION 2,OF THE NEW YORK COUNT G PILOT jq STATE EDUCATION LAW. CI PACE �O �� CONCRETE PAD CIO DRAWING No: LANDSCAPE AREA w w ,1 jr NOT 1 t'GRAPHIC SCALE °'��` , � �- 'ALED( 30 0 15 30 60 120 0 TREE 15 v2C7 C 1 WOODED BUFFER LINE .: ROFE �O ( IN FEET ) Know what's below. 1 inch = 30 ft. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 10 Y.\Key CivilTro/ects\2024\24216_Ron Kuoppala--705 County Road 48..Mattituck\Drawings\Key Civilt24216--2025.0127-.SPP-O.dwg GRADING & DRAINAGE NOTES ` `YYNr 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. SITES .2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: a. ROOF=1.00 z b. PAVEMENT/IMPERVIOUS=1.00 C. LANDSCAPE/PERVIOUS=0.30 a 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS 4S'::- \ 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68.42 CFNF ry� ,\ NO PHYSICAL POSSESION \ 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 - ZONF,:R-80 RF-,SiDENCF., LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE \ \ INCHES. ":µ%% 48 JAMES H. JACOBS JR. do SHARON M. JACOBS \ �{�..�/""=' S.C-T.M. 1000-113_12_102 USF:RESIDENCE \ USE:RESIDENCE SINGLE FAMILY RESIDENCE 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE LAND NOW OR FORMERLY OF LOWEST INLET IN THE IMMEDIATE SYSTEM. THOMAS R. TALBOT S.C.T.M. 1000-113-12-10.3 SINGLE FAMILY RESIDENCE 2)12 " 9 " N 87"16'40"E 300.00' / 7. GROUNDWATER WAS NOT OBSERVED AT 17'-0" BELOW GRADE (EL. 41.10) DURING FIELD WORK BY MCDONALD Q s ®®�e 15++ ®® ® =0C GEOSERVICES ON NOVEMBER 01,2023.PER USGS LONG ISLAND DEPTH TO GROUNDWATER VIEWER,GROUNDWATER IS 38'BELOW GRADE(EL.±2.00 NAVD88). 0] ++ 0811 0611 6 +, 012 " �� _ __ 1 \ 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE 0711 ] „ 1/ ()6 +, TOWARDS AN INLET/LOW SPOT. e 0711 Flo " --- --`----- a9 „ ` ® ry � n r TC 43.00 TC 43.00 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE ��s - 1OV 7 (3) ,... ,:a END OF CONSTRUCTION. Map data C2024 Terms Report a asap er1r „ BC 42.50 BC 42.50 TC 42.40 7r0 TI ] " .''� 11 TC 42.75 ] TC 42.75 18 ,� TC 42.35 gC 42.25 TC 42.60 BC 42.25 „TC 42.80 BC 41.90 TC 42.55 Nw 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE Q6 + Q] a BC 41.85 0 Q1 BC 42.10 9 `� r \ REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI Al17.1 -2009.ACCESSIBLE VICINITY MAP BC 42.30 ] BC 42.05 1� 8' TC 43.00 �� \ STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT N.T.S. 9 " TC 42.50 (D 0 A-21 43 BC 42.50 �: EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. BC 42.00 A-9/- o `� -[-J A-20 �, 42 -----. o / TC 42.30 I 0 _\ TC 42.30 /-� e TC 42.60 PROJECT DATA BC 41.80 BC 41.80 A-19/-`� 0 �� BC 42.10 ® 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE /- " /^� ® �/ oe g CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 TC 42.40 `J CONSTRUCTION. BC 41.90 I 0 A-$ A-10 \\ / TC 42.40 ,,,N_ A-22\`0/ SITE AREA.................................. 111,848 SF(2.57 Acres A-11 BC 41,90 TC 42,40 ( � ) /- TC 42.55 43.00 BC 42,40 12, ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. 41.95 BC 42,05 GR 41.10 TC 42.05 \ ZONING....................................... LB LIMITED BUSINESS \ /A-7 TC 42.25 42.05 BC 41.55 TC 41.85 13, IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 314"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. CURRENT USE........................... VACANT GR 41,10 42.05 RD=36.10 BC 41.75 I 42.15 TC 42.25 / BC 41.35 42.65 1A-23 PROPOSED USE......................... CONTRACTOR'S BUSINESS / BC 41 J5 11' 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL l/ BC 41.50 9 RIDGE - RD=36.75 42.10 TC 41.75 A-12 42.20 41.1 / TC 42.40 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND PROPOSED FOOTPRINT........... 22,006 SF TC 41.90 � PROP 15"0 HOPE BC 41.40 41.70 41.75 �R\pGE .. RD=36.10 TC 42.65 41.65 BC 41.90 DRAINAGE PIPE(TYP.) REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE LANDSCAPE/NATURAL AREA... 47,961 SF OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN TG 42.25 41.75 RD=36.10 TC 42.25 BC 42.15 - Gti GR 41.00 RD=36.10 RID TC 41.80 BC 41.75 :. 41.75 BC 41.75 6 ++ CONNECTION WITH THE WORK. PAVEMENTlCONCRETE AREA... 41,881 SF BC 41.30 I 1 , 41,75 A-24 9 „ \ 1 RD-36.75 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. PROP.8"0 PVC ROOF ` / - .� A-13` / 41.75 41.75 r,,,a+ 4 11' GR 41.00 A.6 41.75 \ DRAIN PIPE @ 1.5/° N ` \ fir✓ 41.75 RD=36.10 r••+"�.,, ❑ TC 42.20 MIN.SLOPE TYP. 41.65 BC 41.70 LEGEND (TYP.) 41.65 •✓' 41.75 41.75 41.75 PROP.HATCHED / GE STORMWATER DESIGN CALCULATIONS EXISTING ITEM PROPOSED f AREA TO BE AT 2% Rip O RD=36.10 SITE AREA=111,848 SF 2,57 ACRES) u ,:,, I / MAX SLOPE :::: .; TC 41.75 ®a's PROPERTY LINE tz / PROP.HATCHED , z Q ]r 0 \ TRIBUTARY DRAINAGE AREA=111,848 SF A-5 \ o AREA TO BE AT 14 GR RD-36.10 �' \ 1 ?n? ,�,�-s -41.75 A- 41.75 � BC 41.25 � �� BUILDING AREA=22,006 SF R p `� BUILDING 16 MAX SLOPE .,.. ;.. - :. 41.15 ` --� - F�[ g - ,. �� - N 41.70 A-26 PERVIOUS/LANDSCAPE AREA=47,961 SF M�N� RD-36.10 41.75 ® PAVEMENT/IMPERVIOUSAREA-41,881 SF 11� RD-36.75 'r✓''v'... 41.75 A 15 41.75 / C DOOR LOCATION E E TC 41.40 BC 41.20 11 TRIBUTARY AREA'A' BC 40.90 41.65 41.75 x PROPOSED 1-STORY a� 40.85 Xy 14 STORAGE REQUIRED OVERHEAD DOOR TC 41.55 � A GR 40.45 - GE RD=36.10 �R\pGE BUILDING 41 75 05 ROOF=22,006 SF x(3"/12)x 1.00 = 5,501.5 CF LOCATION CONTRACTOR'S , 41.65 \ IMPERVIOUS=41,881 SF x 3"A 2)x 1.00 =10,470.3 CF TC 41.50 - _ TC 41.85 41.75 41.75 BUSINESSrIDG TC 41.40 '^ PERVIOUS=47 961 SF x 3712 x 0 30 = 3 5971 CF CONCRETE CURB BC 41.00 BC 41.35 �� PROP.15"0 HDPE I 1 11,003 SF A-27 BC 40.90 TOTAL STORAGE REQUIRED =19.568.9 CF \\ TC 41.45 ® 811 TC 41.5 DRAINAGE PIPE(TYP.) 41.75 \� / 41.75 F.F. EL. 41.75 RD=36.10 - TC 41.25 •r► A-16 TC 41.30 BC 40.75 SIGN BC 40.95 BC 41.05 RD=36.75 41.75 USE TWENTY TY NINE PROVIDED 1 1 \ �,,;. 41.75 15 '?' BC 40.80 �. USE TWENTY NINE(29)10'0 DRYINELLS WITH 17.0'EFFECTIVE STORAGE DEPTHS 41.65 GR 41.10 B-1 41.65 GR 40.60 29 DRYWELLS x 68.42 CF,NF x 17.0 VF=33,731.1 CF MANHOLE 00 i 41.75 PROPOSED 1-STORY `� 15 RD=36.10 �c TC 41.40 C 33,731.1 CF CF IS GREATER THAN 19,568.9 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED, TC 41.20 40.80 I BUILDING l�Pl 41.75 41.75 BC 40.90 Q \ INLET ® BC 40.70 � 41.75 COBU E OR'S / 41.75 pG \ ® I lA-4 n 11,003 SF 41.75 A-17 RD=36.10 R TC 41.25 ® PROP.8"0 PVC ROOF PROP.15"0HDPE o \ / . 41 �." I 1 BC40.75 DRAIN PIPE @ 1.5% DRAINAGE STRUCTURE SCHEDULE AREA LIGHT \ DRAINAGE PIPE(TYP.) o® F.F. EL. 41.75 RD=36.10 HP 41.50 RD=36.75 ,,, " '"� d \ � MIN.SLOPE(TYP.) RD=36.75 41.75 4175 ,,r*'"� 41.75 A-28 GR 40.60 ` STRUCTURE STRUCTURE TYPE EFFECTIVE RIM/ TOP OF BOTTOM INVERT INVERT . W - WATER SERVICE W TC 41.10 P' 41.65 NUMBER DEPTH GRATE RINGS OF RINGS IN OUT 41.65 SC 40.60 r� 41.75 „ 41.75 TC 41.40 \ A-1 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 38.95 37.25 20.25 35.25 35.25 6 ELECTRIC SERVICE E R\pGE 41.75 PROP 8"0 PVC ROOF NO PHYSICAL POSSESION 21�� RD=36.75 GR 41.10 DRAIN PIPE @ 1.5% 41,75 y, R\pGE BC 40.90 \ A-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 40.05 38.35 21.35 35.25 35.25 LAND NO W OR FORMERLY OF GR 40.20 ` `1� ' TC 42.25 JA-18 LOPE RD=36.75 i MIN.S (TYP.) � 41.65 STORM PIPE \ GULLY REALY.00-11 LLC A-3 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.30 3$.35 21.35 35.25 35.25 s.c.r.M. VACAN113-1z-12 �. BC 41.75 R�aG� 41.75 TC 42.25 �^ 41 ZONE:PROTECTFD 41.75 15 41.75 I 1 A-3 41.75 41.75 sa RD=36 75 5a * A"29 BC 41.75 A-4 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17,00' 40.20 38.35 21.35 35.25 35.25 NO. DATE BY DESCRIPTION SANITARY PIPE _ ---- TC 41.25 \ *- _ 41.70 41.75 z 41.70 A-5 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.45 38.35 21.35 35.25 35.25 ZONE:LBLIMI'rEDBUSINESS BC40.75 HP41.35 ty1� TC 41.20 REVISIONS ( 0� USE:VACANT RD=36.75 \ TC 40.85 BC 40.70 S.C.T.M. t0O0-113-12-14 \ A 6 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 40.95 38.35 21.35 35.25 35.25 DRYWELL \ / GR 40.30 41.65 \F I �� TC 42.25 BC 40.35 I�u LAND NOW OR FORMERLY OF -Rtp TC 42.25 \ ;�" _ T BC 41.75 TC 41.60 A-3U )? rowN of sotmloLD \ A-7 PROPOSED 10Y0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 TC 41.00 BC 41.75 TC 40.40 ", \ TC 40.80 ' VACANT --L� -- CONTOUR 40 \\ BC 40.50 �® gC 40.65 41 BC 39.90 ( ®l� BC 40.85 41 BC 41.10 BC 40.30 O ® A-8 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.60 38.90 21,90 35.25 35.25 8 1h•,, GR 39.90 �llr RIDGE LINE RIDGE 01 ,,, 40 A-9 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.95 38.90 21.90 35.25 35.25 - - - - TC 41.50 - [t� a TC 40.55 ♦A-2 GR 38.95 - BC 40.05 1� r A-10 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00. 41.80 38.90 21.90 35.25 35.25 BC 41.00 I 0 - - I`r FLOW ARROW - •- 8+' \ / 0 TC 41.20 081, BC 40.70 d \ A-11 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00 41.10 38.90 21.90 35.25 35.25 GRADE ELEVATION 41.75 '„\ " '"^�- �0 \ A-12 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35.25 35.25 \ Q 41 1110 TOP&BOTTOM OF TC 40.85 TC 9.95 TC 39 60 �8 ,�" y o A-13 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35.25 35.25 / � 9 : R �®® \ / ® „ 3 ��- CURB ELEVATION BC 40.35 / BC 39.45 BC 39..10 / A-14 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 664 BLUE POINT ROAD, UNIT B /TREE "0 / A-15 PROPOSED 10'O PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 HOLTSVILLE, NEW YORK 11742 �15 „ T \ , [631) 961-0506 ce " \\ � A-16 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD, COVER 17.00' 41.55 38.90 21.90 35.25 35.25 �\ \ 6++ 09 40 TC40.45 ~\\ / \ www.KeyCivilEngineering.com A-17 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17,00' 41.10 38.90 21.90 35.25 35.25 / Q9 „ n„ TC 40.35 BC 39.95 025" \ J PROJECT NAME BC 39.85 ] "0 A-18 PROPOSED 4'0 CONCRETE CATCH BASIN WITH FRAME&GRATE --- 41.10 --- --- 36.45 38.10 PROPOSED 5'WIDE FILL EASEMENT IN 8 n 6 „ � n z O FAVOR OF COUNTY OF SUFFOLK' 06„ Bit() N A-19 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.65 38.90 21.90 35.25 35.25 528-fi4_ _ - _ _ ®r ®� ...® _ _ - A 20 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.15 39.90 21.90 35.25 35.25 W W W 411111110 S,{�7"l6'40" 1V W W W 300.00' 7w7 W W A-21 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.05 39.90 21.90 35,25 35,25ww C 40.50 �J A-22 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.75 39.90 21.90 35,25 35.25 ' T ''A-23 PROPOSED 100 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00 41.00 39.90 21.90 35.25 35,25 BC 40.50 / � 705 COUNTY ROAD 48 A-24 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 38.90 21.90 35.25 35.25 MATTITUCK, NY 11952 TC 40.50 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK -- � SOLID WHITE LINE BC 40.50 A-25 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 SOLID YELLOW LINE " �' ® YJZ.,kV]EL A-26 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.85 38.90 21.90 35.25 35,25 DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 _' EDGE OF PAVEMENT - - ........---....... A-27 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35.25 35.25 DRAWING TITLE -- GRASS MEDIRN - �L-� .� A-28 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35.25 35.25� GRADING & DRAINAGE 2® �A A-29 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.05 39.30 22.30 35.25 35.25 (S ®L,K. R.fJAD , A-30 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 39.90 38.20 21.20 35.25 35.25 PLAN B 1 McDONALD GEOSERVICES DATE: 01/27/2025 POB 1258 SOUTHHOLD,NY 11971 631.765.3677 mcdgeo@gmail.com SCALE: 1"= 30' Test Hole Data Sheet Name:Falcone PROJECT NUMBER: 24216 DP: Location:Mattituck DRAWING BY: JR Tax Map Number:1000-113-12-13 .0 Projection Description:Lot CHECKED BY: DP Date:11/1123 BROWN LOAM OL APPROVED BY: MP .....-•..---- 0.5' SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS BROWN SILT ML DOCUMENT EXCEPT BY A LICENSED _ ` -`E+.V � PROFESSIONAL ENGINEER IS A •••• /� `vG VIOLATION OF SECTION 7209, PALE BROWN FINE TO V SUB-DIVISION 2,OF THE NEWYORK Know what's below. 3' Call before you dig. COARSE SAND SW ��e�° PtLOTr�'T STATE EDUCATION LAW 1-800-272-4480 6 c� �P DRAWING No: GRAPHIC SCALE f, \ W NOT t Pt =ALED ' 30 0 15 30 Go Ito PALE BROWN FINE {) SAND SPrj,� �'Z� 11 o815 C_2 R0FE oA o� ( IN FEET ) 1 inch = 30 ft. 1 117' COMMENTS:NO WATER ENCOUNTERED MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 10 YAKey CIvilTrolects\2024\24216..Ron Kuoppala_705 County Road 48-Mattituck0rawings\Key CiviA24216..2025A1.27_SPP-O.dwg GENERAL NOTES NO EXISTING WATER SANITARY DENSITY CALCULATIONS 0 P=�Fp ZONE:R-80 RESIDENCE 1. APPLICANT SERVICE LAND N OORSMSEERSLyoNOF ZONE:R-80 RESIDENCE JAMES H. IBS USE:RESIDENCE RONALD KUOPPALA LOT SITE AREA=111,848 SF(2.57 AC) �,NCF S.SINGLE FAMILY 13-12-10.2 USE:RESIDE ClT.C.. &�,SHARON M. JACOBS RESIDENCE NO EXISTING WATER 63 VILLAGE LINE ROAD SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPDIACRE LAND NOW OR FORMERLY OF SERVICE BABYLON,NY 11702 TOTAL ALLOWABLE SANITARY FLOW=2.57 ACRES x 600 GPD/ACRE=1,542 GPD THOMAS R. TM-BOT 516-848-0932 .1AAeS*0 S.C.T.M. 1000-113-12-10.3 PROPOSED USE SINGLE FAMILY RESIDENCE N 97'16'40"E 300.00' S ITE r:1 41111111,4111111110 MW am'11111111'llelll Wo SOMMEMP d= PROPERTY OWNER 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPID -1-12 09 It 06 /1 11 7_b75 705 MAIN ROAD LLC 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPD 8 It 07 0811 0611 PO BOX 1086 TOTAL DENSITY FLOW REQUIRED=880,24 GPD 0 0 061/ 01211 WESTHAMPTON BEACH,NY 11978 711 081/ 6 'to THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS SUFFICIENT. 071/ 711 - 0611 OWNER OF CORPORATION 0101, AL_Q__ 07 091, PAUL PAWLOSK1 -0 0 TC 43.00 FT_C 4-3-0-0 11 100 PARK AVE 0711 09" BC 42.50 MATTITUCK,NY 11952 SANITARY SYSTEM SIZING CALCULATIONS 711 Ov, 5 7 TC 42.75 IE912-5JO TC 42.40 TO 631-445-4348 'lie 0 F�7 BC 42.25 BC 41.90 10- .. I � I , % TC 42.35 42.60 TC 42.55 1-STORY BUILDING CONTRACTOR'S BUSINESS 11,003 SF 12 '0 BC 41.85 1 BC 42.25 0 1AT 9 /,F�4�80 B I'BC 42 10 LL42 30J 48 0611 07 08 BC 42.05 . sit 0 07' 00 PROPERTY KNOWN AS 1-STORY BUILDING CONTRACTOR'S BUSINESS 11,003 SF no it TC 43.00 ung C�9 " 0 705 COUNTY ROAD TOTAL=22,006 SF 51, TC 42.50 BC 42.50 1::� MATTITUCK,NY 11952 BC 42.00 TC 42.30 TC 42.60 TOWN OF SOUTHHOLD,SUFFOLK COUNTY F�_4�O t 0 0 I[BC�41�,80�1 \ BC 41.80 0 BC 42.10 SCTM No.:1000-113-12-13 CALCULATIONS TC 42.40 or-_ LOT AREA:111848 SF(2,57 ACRES) SANITARY FLOW ( 01 TC 42.40 TWO(2)1-STORY BUILDING CONTRACTOR'S BUSINESS=22,006 SF x 0.04 GPDISF=880.24 GPD BC 41.90 TC 42.55 BC 41.90 TC 42.40 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. TOTAL SANITARY FLOW REQUIRED=880.24 GPD 41.95 GR 41.10 TC 42.05 BC 41.90 B 42.05 43.00 3. GROUNDWATER WAS NOT OBSERVED AT IT-0"BELOW GRADE(EL.41.10)DURING FIELD WORK BY 42.05 TC 42.25 42.05 BC 41.55 TC 41.85[ McDONALD GEOSERVICES ON NOVEMBER 01. .2023. PER USGS LONG ISLAND DEPTH TO HYDRO-ACTION AN GR 41.10 BC 41.75 TC 42.25 BC 41.35 42.15 GROUNDWATER VIEWER,GROUNDWATER IS 38'BELOW GRADE(EL.±2.00 NAVD88). MINIMUM REQUIRED CAPACITY 1 DAY TOTAL FLOW 880.24 GPD 91/ 42.6 BC 4 .75 TC 42.00 Map Terms TC 42.40 Report a map e76r TC 41.90 4210 THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150'OF THE PROPOSED SANITARY USE THE HYDRO-ACTION AN I 100C SERIES SYSTEM,AS APPROVED BY SCDHS BC 41.50 4 BC 41.40 T 42.65 BC 41.90 SYSTEM. USE ONE(1)HYDRO-ACTION AN-1 1100C WITH A TOTAL VOLUME OF 1,100 GALLONS TC 42.25 B 42.15 (MEETS REQUIRED CAPACITY OF 880.24 GALLONS) TC 42.25GR 41.00 VICINITY MAP TC 41.80 BC 41,75 BC 41.75 5. THERE ARE NO MAPPED DEC WETLANDS/SURFACE WATERS WITHIN 300' OF PROPERTY . N.T.S. 9 BC 41.30 It BOUNDARY LEACHING POOLS N It GR 41.00 DESIGN FLOW =880.24 GPD --F 42720 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 HOURS IN LEACHING RATE =1.5 GPDISF PROJECT DATA -SITE DRAINAGE SANITARY CURB, OR PAVING REQUIRED SIDEWALL AREA =880.24 GPD 1.5 GPD/SF 586.83 SIF I BC 41.70 ADVANCE OF THE COMMENCEMENT OF ANY ON , , TAX MAP NUMBER..................... Dist.1000.Sect.113,Block 12,Lot 13 WORK. PROPOSED SIDEWALL AREA =TWO(2)10'0 LEACHING POOL WITH 10'EFFECTIVE DEPTH 2 LEACHING POOLS X 31.42 SF PER LEACHING POOLJVF X 10 VF 628.4 SF SITE AREA.................................. 111,848 SF(2.57 Acres) 8. UPON OFFICE OF POLLUTION CONTROL APPROVAL, THE REMOVAL OR ABANDONMENT OF 628.4 SF IS GREATER THAN REQUIRED 586.83 SF q011 $ TC 41.75 71 EXISTING SEPTIC TANKS,AND LEACHING POOLS SHALL BE PERFORMED IN ACCORDANCE ZONING...................................... LIB LIMITED BUSINESS 0 BC 41.25 GR 41.10 (521 WITH SCDHS REQUIREMENTS AS FOLLOW: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES CURRENTUSE........................... VACANT 41.15 PUMP OUT ALL SANITARY STRUCTURES CIA REMOVE ALL STRUCTURES IN IT'S ENTIRETY AND DISPOSE OF ACCORDINGLY 1. ALL SANITARY PIPING, STRUCTURES,AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK PROPOSED USE......................... CONTRACTOR'S BUSINESS IT ZC41.7 0 • REMOVE ALL SLUDGE FROM THE STRUCTURES UNTIL STRUCTURE IS COMPLETELY COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND PROPOSED FOOTPRINT........... 22,006 SF BC 41.2 TO\ EMPTY. CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,DATED DECEMBER 29,2017. TC 41.40 0, 14 FILL HOLES WITH CLEAN FILL COMPACTED TO 95%PROCTOR DENSITY IN MAX ONE FOOT LANDSCAPE/NATURAL AREA... 47,961 SF BC 40.90 PROPOSED 1-STORY GR 40.85 TC 41.55 BUILDINGLIFTS TO THE ELEVATION REQUIRED. 2. SEWER LINE REQUIREMENTS: PAVEMENTICONCRETE AREA... 41,881 SF GR .45 BC 41.05 a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PIPE WITH A MINIMUM CONTRACTOR'S CLEAN WASHED STONE IN TC 41.50 C 4185 BUSINESS TC 41.40 9. IF WET CONDITION IS ENCOUNTERED, CONTRACTOR SHALL USE 3/4 (NO BASEMENT): SDR-35 RATING,UNLESS OTHERWISE INDICATED. BC 41.00 C 41.35 t BC 40.90 LIEU OF SAND BACKFILL. b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE SEALING 11,003 SF Bit N TC 4125 TC 41.55 RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT,AND COUPLINGS F.F. EL. 41.75� TC 41.45 TC 41.30 BC 40.75 SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. BC 41.05 BC 40.80 BC 40.95 c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE, GR41.10 GR 40.60 McDONALD GEOSERVICES M(Z�ffSE 0 W1 F[0 d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT ARE TC 41.20 PROPOSED 1-STORY (NO BASEMENT) TC 41.40 C2 3_4 PLACED IN GROUNDWATER,THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND TESTED TO ENSURE POB 1258 SOUTHHOLD,NY 11971631.765.3677 40.80 BUILDING BC 40.90 TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOURS. mcdgeo@gmaii.com BC 40.70 'S CONTRACTOR'S e. THERE SHALL BE MINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. FEB 19 2025 BUSINESS Test Hole Data Sheet UTILITY CROSSING f. HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4'PER FOOT. SOUTHOLD TOWN 11,003 SF TC 1.25 g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING. PLA14NING BOARD BOT.OF STORM 37.30 �: i Name:Falcone BC 40.75 1F.F. •EL. 41.75� HP 41.50 TOP OF WATER 35.80 In. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. DIP: LQ Location:Mattituck 00oo- GR 40.60 u. PROP.WATER Tax Map Number:1000-113-12-13 3. SEWER MAINILATERAL SEWER REQUIREMENTS: TC 41.10 PROPOSED 2"0 VENT 18"ABOVE SERVICE BC 40.60 Projection Description:Lot a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, WITHOUT GRADE WITH CARBON FILTER PROPOSED 4"0 DR-18 PIPE @ ��TC 41.401 Date:111/1/23 BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR SLOPE. 1/4'MIN.SLOPE(TYP.OF 2) b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. 611 PROPOSED IN GROUND MANHOLE GR 41.10 : :i:�i i.. ..." ...:: BC 40.90 NO PHYSICAL POSSESION WITH REMOTE PLC CONTROL PANEL BROWN LOAM OL c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. LAND NOW OR FORMERLY OF GULLY GR 40.20 WITH HP-1 50 COMPRESSOR C 42.25 ............. 0.51 LLC A-1 d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUM SLOPE OF S.C.T.M. 3-12-12 1.75 ZONE:PROTECTED TC 42.25 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. 2 BROWN SILT ML VACANT SA- A�S , 1 . . 0* SA-1 BC 41.75 e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL SHALL BE TC 41.25 3' . 0 SA-3 4 0 PALE BROWN FINE TO CONSTRUCTED OF DUCTILE IRON PIPE(DIP). ZONE:LB LIMITED BUSINESS BC 40.75 (4) HP 41.35 TC 41.20 COARSE SAND SW f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF DR18 OR USE:VACANT TC 40.85 BC 40.70 S'C'T'M' 1000-113-12-14 ............. 6' DUCTILE IRON PIPE. NO EXISTING WATER GR 40.30 TC 42 25 1 C42.25 BC 40.35 LAND NOW OR FORMERLY OF g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. TC 41,35; BC 41.75 U 41.UU 0 12' TOWN OF SOUTHOLD SERVICE TC 41.00 BC 4175 TC 40.40 TC 40.80 VACANT BC 40.50 GR 39.90 FINE TC 41.15 BC 39.90 BC 40.85: BC 41.10 BC 40.30 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: BC 40.65 75 a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE, THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 150'OFFSET FROM PROPOSED ' oir 150'OFFSET FROM PROPOSED PALE BROWN ........................ SA-5 SANITARY SYSTEM SAND SP b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE,THE SEWER LINE MUST BE CONSTRUCTED OF . - -'\ GR 38.95 TC 40,15 1 SANITARY SYSTEM Bit BC 41.00 0 cp, BC 40.05 01 1/ DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. TC 41.20 c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE,THE SEWER LINE SHALL BE CONSTRUCTED OF 20' BC 40.70 DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL, (MIN SA-6 SA-7 d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS MUST BE PROPOSED 3/C0 PVC(SCHEDULE 11, 0 081/ 17' CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. 40)ELECTRICAL CONDUIT FROM it TC 39.95 T�To PROPOSED 50%FUTURE 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: PULLBOX TO HYDRO-ACTION PUMPS BIG 39.45BC EXPANSION POOL COMMENTS:NO WATER ENCOUNTERED NO. DATE BY DESCRIPTION ,--PROP.ELECTRIC TRANSFORMER A. PARALLEL INSTALLATION 0 PVC(SCHEDULE 80)AIR PROPOSED 4"0 DR-18 PIP (CONTRACTOR TO COORDINATE a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR LATERAL,THE ONE 1/2" PROPOSED 6"0 DR-18 PIPE 0 WITH UTILITY CONTRACTOR) DISTANCE SHALL BE MEASURED EDGE TO EDGE. REVISIONS LINE\FROM COMPRESSOR @ 1/4'MIN.SLOPE(TYP.) @ 1/8"MIN.SLOPE(TYP.) 5110 B. CROSSINGS PROPOSED 2"0 PVC VENT LINE a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. 611 09 " TC 40.45 PROP.WATER SERVICE / n7 11 BC 39.95 1 b. WATER LINE OVER SEWER LINE:IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE,THE FOLLOWING 09 1; TC 40.35 Q016" PROP.ELECTRIC SERVICE CONDITIONS SHALL BE MET: /to 9 BC 39.85 7 (CONTRACTOR TO COORDINATE SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE 5'WIDE FILL EASEMENT IN 6 C12 WITH UTILITY CONTRACTOR) BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND FAVOR OF COUNTY.OF SUFFOLK 06/1 ,,0 SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND LEGEND WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION. BOTH THE WATER AND SEWER LINES SHALL BE 5 218.6, CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF THE WATER EXISTING ITEM PROPOSED S 7 1640" W - _ 3oo.00, LINE AND THE TOP OF THE SEWER LINE. vvV __fMt_fIf_W W_ff c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE, THE FOLLOWING PROPERTY LINE W_,;�_ W W CONDITIONS SHALL BE MET: C I V I L r=rN G I N111F.E R I N Ov TC 40.50 APPROXIMATE LOCATION • ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND BC 40.50 OF EXIST,12"WATER MAIN WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND 664 BLUE POINT ROAD, UNIT B BUILDING ..... ------ THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE .... ------- ....... HOLTSVILLE, NEW YORK 11742 DOOR LOCATION A ...... ----- ---- TC 40.50 --------- CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION;AND (113331) 9 61-050 6 ENIEXT SOLID WHI LINE BC 40.50 • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND THE OVERHEAD DOOR A IWP-S-r i3c>LjTqi:> T-iz-AN7iF_1L I-Ax-M TOP OF THE WATER LINE. www.KeyCivilEngineering.com LOCATION OH SOLID YELLOW LINE ...................... ........................- ........................ CONCRETE CURB IDGE OF PAVEMEFL SANITARY STRUCTURE SCHEDULE PROJECT NAME STRUCTURE STRUCTURE TYPE EFFECTIVE RINNGRATE TOP OF BOTTOM INVERT INVERT PROPOSED SIGN (S1J1;-JFCXT_F,- 4C(:>XJI-4� RCX40D 48> NUMBER DEPTH RINGS OF RINGS IN OUT SA-1 PROPOSED 6'0 SANITARY BUILDING CONNECTION/CLEAN OUT 42.15 --- 38.55 COINITRACTOR'S BUSINESS MANHOLE 00 SA-2 PROPOSED 6'0 SANITARY BUILDING CONNECTION/CLEAN OUT 41.75 38.15 BUILDINGS INLET 0 PROPOSED 1-STORY SA-3 PROPOSED 6'0 PRECAST CONCRETE PRIMARY TREATMENT TANK 4.0' 41.60 --- ... 37.05 36,55 705 COUNTY ROAD 48 AREA LIGHT BUILDING EL.42.15(SA-1) A)40.60 MATTITUCK, NY 11952 CONTRACTOR'S EL.41.75(SA-2) SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION ANA 100 ... B)40.45 38.48 ±29,23 36.40 35.90 BUSINESS CLEANOUT BOTTOM OF TOP TOP OF STRUCTURE SA-4 RIM c)40.40 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK _W_ WATER SERVICE W 11,003 SF RIM EL.41.60 SLAB EL.38.73 EL.38.48 A=EL.40.60 PROPOSED 4"0 SA-5 PROPOSED 4'0 PRECAST CONCRETE DISTRIBUTION MANHOLE --- 40.10 38.10 34.10 35.75 1 35.25 DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 B=EL.40.45 DR-18 PIPE@ 1/4' RIM EL.40.10 ELECTRIC SERVICE -E FINISHED FLOOR LEVEL 41.75 PROPOSED 4"0 DR-18 C=EL.40.40 MIN.SLOPE SA-6 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.01 39.70 37.10 25.10 35.10 --- DRAWING TITLE PIPE@ 1W MIN.SLOPE I TOP OF STRUCTURE SA-7 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 0.0 40.00 37.10 25.10 3510 --- STORM PIPE EL.38.10 ,,--SA-6 RIM EL.39.70 00 6"0 DR-18 PIPE AT SA-7 RIM EL.40�00 SAN INV.:38.55(SA-1) x UTILITY SANITARY PLAN SANITARY PIPE SAN INV.:38.15(SA-2) 1/8" FT MIN SLOPE TOP OF STRUCTURE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL SA-6 EL.37.10 SA-7 EL.37.10 4- 111 -------- DRYWELL MIN.2'OF CAST IRON PIPING -FEE THROUGH BUILDING FOUNDATION DATE: 01/27/2025 A-4-17-51 b GRADE ELEVATION - INV.IN/ 3� I ill )< PROPOSED 4"ODR-18 PIPE 1/4 INV.OUT SCALE: 30' TOP&BOTTOM OF ATZ�40.85 MIN.SLOPE(TYP.OF 2) EL.37.05 EL.36.55 INV OUT EL. CURB ELEVATION ELLO 35J 6'0 PRECAST ±35.90 PROJECT NUMBER: 24216 CONCRETE PRIMARY III 0 TREE TREATMENT TANK INV IN EL. 35.757 V OUT EL. DRAWING BY. JR (SA-3) 35.25 INV.IN EL.-/ CHECKED BY: DP INV IN EL. ±36.40 4'0 PRECAST 35.10 CONCRETE BOTTOM OF STRUCTURE APPROVED BY: MP DISTRIBUTION EL.34.10 MANHOLE SEAL &SIGNATURE: ALTERATION OR ADDITION TO THIS 'IF -5) DOCUMENT EXCEPT BY A LICENSED (SA BOTTOM OF PROFESSIONAL ENGINEER IS A 01� 14 E W VIOLATION OF SECTION 7209, g, STRUCTURE M -n N: EL.31.06 M 0, SUB-DIVISION 2,OF THE NEWYORK 0 F Lo?rl STATE EDUCATION LAW Know what's below. I BOTTOM OF STRUCTURE < Call before you dig. M EL.29.23 0 co DRAWING No: M cc U3 1-800-272-4480 W NOT -ALED GRAPHIC SCALE 0 30 0 15 30 60 120 0816 , C-3 OFE 10'LEACHING ( IN FEET ) SCHEMATIC SANITARY SYSTEM PROFILE POOL 1 inch = 30 ft. N.T.S. (SA-6/SA-7) \-BOT.EL.25.10 MARC PILOTTA, P.E. PAGE NO: NEW YORK STATE PROFESSIONAL MINER #081558 3 OF 10 Y.\Key CivilTroplots\2024\24216..Ron Kuoppala..705 County Road 48 klattituck0rawings\Key Civil24216-.2025,01,27..SPP-O.dwg e. PUMPICOMPRESSER POWER CIRCUIT Print/Part Number Description Revision Date (DEDICATED 110 V SERVICE ON A 20 AMP BREAKER) HA-190312-U AN-1 100 Wastewater Treatment System 5/15/2024 IF '= U I I CB1 M1 Tanks installed individually and plumbed onsite. ITEM NO. Part Number DESCRIPTION QTY. . I r - _ BILK BILK _� BLK SP1 J ��` L SPRAY 178 Min. SITE L1 -� �^ 1 HA-AN 100-P Tank AN-1 100 245 ATU (AP 1 4a r PUMP I Lifting Locations--- N WONT I wHr _ In_________a\ MOTOR PUMP RATINGS: _ _ 2 A 1$ 1 16 r I _� \\ �� 0 1 100 Pretreatment ( P 120 ) 1 3/4HP 115V \- I @ e CSR 6 LOOPS '. `;. CB2 M2 15.0 F.L.A. ' 3 A-13005X Assembly, AN-1 1 \ 245 Complete s -� / :•,..I. :::: ; . . Re-Circulation IpatlO REMOTE PLC CONTROL PANEL 4 BLK BILK BILK RP1 _________� RECIRC PUMP RATINGS. 1 ` .- €... -- - W/HP80 COMPRESSOR / ---- - SSOR PUMP ' 3/4HP @ 115V WHT WHT --------- i C7 - , � ,r,.. :.�.:::.. ;...::€.. .,,/,, a l EC50-30 L-100 PLC AS — N �\ MOTOR �� 15.0 F.L.A. '. 1 . . r. w ... / APPROVED EQUAL) oP ( R MANUFACTURED BY S O 4B 82 K Un 095 MIN � C63 M3 �t «. ,- �� Z ° ,�; :. �, 1) All auxiliary plumbing, wiring, and installation methods must conform to 4" , r _ _ ,. BLK - , all county, state, province, and local code. ZL BLK BILK .Z PUMP RATINGS. /� - •• c t-, MP1 , , 7 MIXER PUMP 13/4HP 115V ti ;;;;: . �` 2 All plumbing and connections to be lambed with SCH 40 pipe or �'� 4 a f . 4. WHT N ---------'� MOTOR 15.0 F.L.A. _ ,..;.;. - ;.,..:::: .... equivalent. rn i ...:.......:;:.:;:.. ...: to -- 3 Flange Width 3) All pipe and conduit penetrations to be sealed with Adapt-A-Flex 4"THICK CONCRETE PAD C64 0 Lifting Locations grommets that meet ASTM C 1644. GRY v --F�---------- COMP \ " 4) All manufacturer electrical connections are terminated in NEMA rated p portalmaperrdr GRY f�, i COMP. RATINGS: All Risers and Lids �24 N Ma dataQ2024 Terms Re I 11/4HP @ 115V 0 Sewage Inlet Treated Effluent Outlet enclosures with NEMA rated cord grips. (NEMA 4X Min.) PAD MOUNTED CONTROL PANEL N.T.S. WHT N ----_------ MOTOR ; 5.4 F.L.A. 3 (Gravity) VICINITY MAP rn �- 5 For details ertaining to installation r� uirements, tank assembl N.T.S. _........... .......... ........_..........._.._-...... internal plumbing connections, wiring etc) see HydroAction Installation NOTE:ALL MOTORS MUST HAVE "< Manual,and additional System . W INTERNAL OVERLOAD 0 detail prints. HANDLE FOR EASY REMOVAL PROJECT DATA -� 6 A additions questions pertaining t0 Hydro Action AN series OF SAFETY SCREEN y Ac PROTECTION. TAX MAP NUMBER..................... Di B� Any MED SHAPE Dist.1000,Sect.113,Block 12,Lot 13 1 E I l u H " : - � ._ . , 1 2 wastewater e'r treatment terns, contact y rOACtlan. MAXIMUM SITE AREA.................................. 111 848SF 2.57Acres BLU LR1 Q1 REDANH WHT t t t t t LOADSTRENGTH OR ( ) 10. systems, H d z M1 ZONING LB LIMITED BUSINESS = 80 : 04 D 0. i BLU LR 1-Q2 PINKIWH WHT M2 I CURRENT USE VACANT 00 i'� PROPOSED USE PINKANH n I "..`, . .` 92 I SIZED TO FIT INSIDE 70 ......................... CONTRACTOR'S BUSINESS GORE�CIRC z 64Hydro-Action Specifications PROPOSED FOOTPRINT........... 220 6 SFT RUNNING C FIRST 24"RISER -1n Model AN-1 100 LR 1-Q3 y .. : WIN R LANDSCAPE/NATURAL BLU YELMlH WHT :: .. .. ::: :. ::.. 0 25.08 M Daily Tre Capacity 1,100 Gallons WITHOUT SCREWS O z 3 (`� 8�0 PAVEMENT/CON CRE E AREA... 41,881 SF Tot System Working Volume 08 Gallons 2 . . , Sys ng V en YELMJH ^ ti . ..:..,, al 3 1 MIXER RUNNINGw, %* Z `: V Pretreatment WorkingVolume 1,144 Gallons BLU I LR1 WHT -- - - POLYLOK 20" SAFETY SCREEN Pretreatment I Aerobic Working Volume 1,381 Gallons - LR1-Q4 POLYLOK 20"0 HDPE,PART NO. D II- Tank q j'�L,�� BLU z RED (� , Clearifier Working Volume 583 Gallons (OR APPROVED EQUAL) 16 PLC INPUT BLU AS-1 PINK A Tank Treatment Certification NSF 245 N.T.S. FEB 19 2025 Supply Power Requirement 1 Phase 120VAC 60Hz 20Amp SOUTHOLD TOWNRED RUN 22 DEDICATED 20 A,110 V POWER CABLE, PL.F,1dNiNt�oQARD AUD, Air Supply HiBlow HP-200 / 7.0 CFM ROUTED IN 3l4"PVC CONDUIT(GFI 6 ALARM Tank Material Fiberglass PROTECTED)FROM BUILDING TO HS-20 EXISTING _ _ Clarifier Material __ Fiberglass RATED JUNCTION BOX INCOMING SERVICE HWA MUTE I oRG BRN � : Blower Controls Housing Polyethylene NEW 20 AMP I � ` 1 POLE BREAKER BLU TEST ® s ° ............ .. REMOTE PLC CONTROL PANEL WITH I _� :.� ... Drawn by Scale Sheet Material . Weight Tolerances Unless Otherwise Specified ; Signature HP80 COMPRESSOR MODEL UTILITY I 0 ALARM g;ven hom the g oun:,'up EC50 1:32 1 : 18 Assembly 2025 ±0.25" Or 10 30-L 80-PLC AS MANUFACTURED OI LIGHT ........................................................ . ....................... ........ :,................. ................................................... ...............:.. .. . .... ....,. ...,.... .. . ...... ........, ...... . ....... ......... ....... ............. BY OPS(OR APPROVED EQUAL) I CIRCUIT RED BLK RED WHT REFER TO MANUFACTURER FOR BREAKER METER INSTALLATION DETAILS PANEL HYDRO-ACTION PLUG&FERRULE CONTROL ENABLE PLUG&FERRULE -"1 12" (-- PANEL BLU 1 �. �-� 2 YEL 12" l-"- GRADE _ 11 PLC INPUT CONCRETE HOUSING(3,000 PSI) GRADE CONCRETE HOUSING 8" ° EX.GROUND ROD � (3,000 PSI)8" APPROVED SEWER PIPE OVERRIDE j APPROVED NOTES: BLU YELRNH IIff SEWER PIPE 45°ELBOWS 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. 3 �� _L;� 4 12 PLC INPUT 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. CSR 1-� BLu WHIPINK 45°ELBOWS 60°WYE 14 PLC INPUT ELECTRICAL ONE-LINE DIAGRAM DETAIL N.T.S. NO. DATE BY DESCRIPTION TIME DOSE TAN 17 PLC INPUT -=�= -== `===- REVISIONS c NOTES: AIL BLU DEMAND ALTERNATE "Ail ALTERNATE :iBii 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES" FOR ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS. r NOTES: CONCRETE COLLARS IFw TAN JtH r INSTALLED WITHIN PAVED 2. THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS. ' SPRAY 18 PLC INPUT 1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE t8 SURFACE THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS, OR RETAINER GLANDS ARE ALL ACCEPTABLE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. (TYP) METHODS TO NYSDOT. HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE a THE SYSTEM OWNER. /; NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. WITH BUILDING EXTENSION/CONNECTION. +" 4 3, IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE :... MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. °K -` FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 TYPICAL CLEAN-OUT DETAIL FINAL GRADE PRESSURE APPLIED TO THE SYSTEM. REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. NOT TO SCALE CURBBOX 4. CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER, THE CONTRACTOR SHALL DEWATER THE FIELD WIRING MUST BE A MINIMUM OF 60°C COPPER WIRE. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES,STANDARDS FOR WITH ROD EXCAVATION OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES. '' '0/f I L F.Pd G 1 P% S E R I VIM G APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR t'-0, OWTS CONTROL PANEL ONE LINE ELECTRICAL DIAGRAM SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,FIGURE15, RESTRAINT HARDWARE. CONCRETEPFROMIA SHEETING OR SURFACES. CONCRETE BE OR THRUST BLEOCKSPSHALL OR FBET[NGS MIN. 664 BLUE PRINT R®A®A UNIT 12/29117 POURED AGAINST UNDISTURBED SOIL. HOLTSVILLE, NEW YORK 11742 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. WIDTH (6 311 9 61-O 5 A 6 7. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. www.KeyCivilEngineering.com HEIGHT 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM THICKNESS ALONG THE FITTING AXIS SHALL BE V-O" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER ORISEAL CURB IS SMALLER, PROJECT NAME STOP AND BOX 9, THRUST RESTRAINTS FOR SIZES OVER 24 NPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE PROPOSED NIPPLE DESIGNED ON A CASE BY CASE BASIS, AND WILL BE SHOWN 1N THE CONTRACT DOCUMENTS. 10. THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED ______ _ UPON THE FOLLOWING STANDARD CONDITIONS: PLAN VIEW END VIEW CONTRACOR"S BUSINESS ` _ N _ -—-—-—- - ----- 9-0" SA DFETY EPTHFOR OFTCOVER 1 200 PSI - WATER SYSTEM TEST PRESSURE //� 14 PSI - SOIL BEARING CAPACITY MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) BUILDINGS 90 LB/CF - SOIL UNIT WEIGHT LR WATER SERVICE PIPE MUELLER MARK II ORISEAL 11. FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10, THE CONTRACTOR SHALL SUBMIT FITTING 4 NPS 6 NPS B NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS 705 COUNTY ROAD 48 NEW CORPORATION VALVE WITH DRAIN MODEL CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN. 11 1/4° BEND V-3" 24" 2'-6" 3'-0" 3'-6" 44" 4'-6" 5'-0" 5'-6" 6'-3" HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER H-10284 OR APPROVED EQUAL 1 0 „ MATTITUCK, NY 11952 I I SETS BY EJ OR APPROVED EQUALS WATER MAIN 22 /2 BEND i'-3" 2'-O" 2'-6" 3-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6 6'-6" 12. TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A 450 BEND 3'-O" 4'-0" 5'-3" 6'-3" T'-G" 81-6" 9'-6" 10'-6" 11'-61, 13'-6" TOWN OF SOUTHOLD, COUNTY OF SUFFOLK COVED MANHOLE MODEL No.:V1600-3 RG REVIGS CPH2 CV UND(LOCKING) NOTE FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE. 90 BEND 7'-O" 9'-9" t2'6" t5'-6" 18'-0" 20'-0" 23'-0" 25'6" 28'-0" 32'-6" DIST.:1 OO®, SECT.: 113, BLOCK: 12, LOT: 13 4"CONCRETE BLOCK OR DUCTILE IRON PIPE SHALL BE USED FOR WATER SERVICE LATERALS. EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 450 BEND WITH 100 PSI TEST PRESSURE: PRECAST CONCRETE COLLAR n DEAD END 8'-6" !2'-6" 16'-0" 19'-3" 23'-0" 26'-0" 29'-6" 33'-0" 36'-O" 42'-0" "MIN CONCRETE TOP SLAB WATER SERVICE INSTALLATION DETAIL FROM TABLE "45 BEND THRUST BLOCK DIMENSIONING". DRAWING TITLE TO BRING MANHOLE TO GRADE AREA REQUIRED AT 200 PSI IS 4'6" X 2'-3" = 10.125 SF NOTE: PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH TO SUPPORT H-20 N.T.S. FOR 100 PSI, AREA = 10.125 X (100/200) = 5.06 SF NOTE: FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45 LOCKING COVER FINISHED GRADE VEHICULAR LOADING(4,000 USE WIDTH = Y-6% HEIGHT = V-6" (AREA = 5.25 SF) HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID PLAN VIEW TOP OF RINGS REFERS TO THIS POINT � PSI AT 28 DAYS) SANITARY DETAILS COVERS SETS BY EJ OR APPROVED EQUALS (SEE SANITARY STRUCTURE SCHEDULE) MODEL No.:V1600-3 RG REVIGS CPH2 CV UND -"--24" N UTLET PIPE FOR FINISHED GRADE INLET PIP N SANITARY DISTRIBUTION HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL PITCHED AT A MIN.1(8YFT ;,.. POOLS ONLY.PIPE COVERS SETS BY EJ OR APPROVED EQUALS PRECAST CONCRETE RISER 1 1- 20"-►1 PITCHED AT A MIN. MODEL No.:V1600-3 RG REVIGS CPH2 CV UND PENING MUST BE OVER 1/8"/FT (LOCKING) OUTLET DROP TEE 24" i � 1 12'MIN_z FINISHED GRADE TOP OF RINGS REFERS TO THIS POINT - N "MIN CONCRETE TOP SLAB TO T DATE: 01/27/2025 (SEE SANITARY STRUCTURE SCHEDULE) N SUPPORT H-20 VEHICULAR = a PRECAST CONCRETE RISERS w SCALE: N.T.S. --- LOADING PROJECT NUMBER: 24216 W 13 a �o� ® TOP OF RINGS 24 ~ ,, cD 10"MIN CONCRETE TOP SLAB TO o ® B=JCL o a N `� SUPPORTH-20VEHICULARLOADING DRAWING BY: JR o ® �_� / � •! z �� N ® �_� z INLET PIP <. -20„- (4,000 PSI AT 28 DAYS) 0 � 6"0 DR-18 PVC PITCHED --- ` CHECKED BY: DP •,•' > / ® 8=wm 8� \ AT1/4"1FTMIN.SLOPE •': •:' JOINT SEALANT TO BE 1"BUTYL ® per? ® ' STEPS ARE TO BE COPOLYMER ;, ' ;4;� RUBBER FOR ALL JOINTS ® ==I C3 —L� �� -0 DR-18 PVC APPROVED BY: MP POLYPROPYLENE COATED 1/2"STEEL ® 1= r-3 BARS AT120.C. 5;" �� ® cO PITCHED SEAL SIGNATURE: ROVIDE NON-SHRINKING U) DOCUMENT EXCEPT BY A LICENSED LU ALTERATION OR ADDITION TO THIS VIOLATION OF SECTION 7209, MAST JOINT SEALANT IL PROFESSIONAL ENGINEER IS A �•.� O SUB-DIVISION 2,OF THE NEW YORK `�' 3'-0" � TITLET PIPE � NE W �, < MIN a 4"0 DR-18 PVC PITCHED UJI e o AT 1/4"/FT MIN.SLOPE STATE EDUCATION LAW, OUTLET PIPE END - PSG T,q CONCRETE TO BE INFILLED T :•.-•• .;:'. :.}. ;,+ XISTING TO PIPE •..... .. CREATE FORMED INVERT TO AT < 3'0"MIN � � � DRAWING No: LAST THREE-QUARTERS OF THE k :'"' '':�•' ••`• 1 ONCRETE FORMED HIGHEST RECORDE J Z X • k w PIPE DIAMETER 8" . '., ,�' %y•''-'y: N s NOT BALED ? ` ' TO AT LEAST 314 OF GROUNDWATER THE DIAMETER OF THE 1' NOT t? 4'0 PIPE(6"0) ACKFILL MATERIAL SHALL B 11 ,s CLEAN SAND AND GRAVEL L •° 4,000 PSI REINFORCED r-•4 SECTION VIEW i 1 a CONCRETE AT 28 DAYS TOOA 0815 �Pv V/ NOTE s., .• . . ... .. - ROFEO i�4 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL �I 6'-0"0 I SUPPORT H-20 LOADING Know what's below. 4 0 SANITARY MANHOLE WITH 4"MIN Call before you dig. COVED/FORMED INVERT LEACHING POOL DETAIL PRIMARY TREATMENT TANK DETAIL 1-800-272-4480 (SCDHS STANDARD DETAILS) N.T.S. N.T.S. NEW ARcATEPROILOTTEANIEER #P.E. PAGE No:4 OF 10 N.T.S. YAKey Civil\ProjectsV024\24216_Ron Kuoppala_705 County Road 48_Mattituck\CrawingslKey Civil 24216_2025.01.27-SPP-O.dwg LANDSCAPE NOTES PLANT SCHEDULE LANDSCAPE COMPLIANCE CHART 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR SODDING,PLANTING AND MULCHING INCLUDING ALL CODE QTY BOTANICAL/COMMON NAME SIZE CONTAINER MATURE HEIGHT NATIVE ITEM SECTION PERMITTED/REQUIRED PROPOSED COMPLIANCE LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. COUNTY 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. EVERGREEN TREES TREES SHALL BE PLANTED AT INTERVALS TOTAL LENGTH ALONG OF 30 ROAD 48(EXCLUDING DRIVEWAY): 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT iv 10 JUNIPERUS VIRGINIANA I EASTERN RED CEDAR 6.7' B+B 30-65' YES FEET TO 40 FEET DEPENDING ON THE SPECIES, 267.60 L.F. THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER,LOCAL STANDARDS MAY REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. TOE 21 THUJA OCCIDENTALIS'EMERALD'/EMERALD ARBORVITAE 6.7' B+B 10.15' YES STREET TREES 161-44 AND THE TREES SHALL BE LOCATED FIVE FEET 267.60 L.F./40=6.7 OR 7 TREES COMPLIES SI TE so 4, AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. OUTSIDE THE RIGHT-OF-WAY ON PRIVATE EXISTING TREES SUPPLEMENTED 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". SHADE TREES PROPERTY, WITH 4 NSW(MORE THAN 7 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(15")ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH(4')CALIPER ARAF 11 ACER RUBRUM`AUTUMN FLAME'/AUTUMN FLAME MAPLE 2"CAL.MIN. B+B 40-60' YES TOTAL) e 01 SIZE, GTIS 7 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY 2"CAL.MIN. 13+13 40-60* YES 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6')THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER LANDSCAPE PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. NSW 4 NQG9$ZYLVATICA'WILDFIRE'1 BLACK GUM 2 112-3"CAL. B+B 30.50, YES AREA 280 ATTACHMENT 4 35%OF 111,848 SF 42.9%(47,961 SF) COMPLIES 8, PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BE INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL ORNAMENTAL TREES LANDSCAPING,TREES AND PLANTS REQUIRED BY 48 CFW 4 CORNUS FLORIDA VHITE'l WHITE FLOWERING DOGWOOD 2"CAL.MIN. B+B 20.25* YES THESE REGULATIONS SHALL BE PLANTED IN A OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: GROWING CONDITION ACCORDING TO ACCEPTED V15 8.a.PLANTS: MARCH 15 TO DECEMBER 15 EVERGREEN SHRUBS HORTICULTURAL PRACTICES,AND THEY SHALL BE 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.I TO DECEMBER 1 IGC 54 ILEX GLABRA'COMPACTA'l COMPACT INKBERRY 24-30" 5 GAL. 4-6* YES MAINTAINED IN A HEALTHY GROWING CONDITION. 48 ._owl B.c.TREES OCTOBER 1 TO DECEMBER I AND MARCH 1 TO MAY 31 JHBC 30 JUNIPERUS HORIZONTALIS'BLUE CHIP'/BLUE CHIP JUNIPER 15-18"SPIRO. 3 GAL. .5-11.5, YES 280-92-A ANY LANDSCAPING,TREES AND PLANTS WHICH SEE NOTE 12 OF THE COMPLIES RP 6 RHODODENDRON'PJM'1 PJM RHODODENDRON 24-30" 5 GAL. 3-6' NO ARE IN A CONDITION THAT DOES NOT FULFILL THE 'LANDSCAPE NOTES". PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING TMD 14 TAXUS X MEDIA'DENSIFORMIS'l DENSE YEW 24-30" 5 GAL. 34 NO INTENT OF THESE REGULATIONS SHALL BE AGENCY FOR POTENTIAL SUBSTITUTIONS. REPLACED BY THE PROPERTY OWNER DURING 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. DECIDUOUS SHRUBS THE NEXT PLANTING SEASON FOR THE 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB CAC 17 CLETHRA ALN I FOLIA'CALEB'/VANILLA SPICE 24-30" 5 GAL. 3-6' YES PARTICULAR PLANT MATERIAL. BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. CSF 10 CORNUS SERICEA'FARROW'I ARCTIC FIRE RED TWIG DOGWOOD 24-30" 3 GAL. 34 YES ALL LANDSCAPING,TREES AND PLANTING 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN MATERIAL ADJACENT TO PARKING AREAS, ALL VEGETATION ADJACENT TO A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. ORNAMENTAL GRASSES GENERAL 280-92-C LOADING AREAS OR DRIVEWAYS SHALL BE PARKING AREAS AND DRIVEWAYS COMPLIES 12. LANDSCAPING,TREES AND PLANTS REQUIRED BY THE REGULATIONS WITHIN THE TOWN OF SOUTHOLD ORDINANCE SHALL BE PLANTED IN A GROWING CONDITION ACCORDING TO ACCEPTED HORTICULTURAL SH 27 SPOROBOLUS HETEROLEPIS/PRAIRIE DROPSEED 18-24" 2 GAL. 2-4' YES REQUIREMENTS PROPERLY PROTECTED FROM VEHICULAR ARE PROTECTED BY CURBS, PRACTICES,AND THEY SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.ANY LANDSCAPING,TREES AND PLANTS WHICH ARE IN A CONDITION THAT DOES NOT FULFILL THE INTENT OF THESE DAMAGE BY BARRIERS,CURBS OR OTHER MEANS, REGULATIONS SHALL BE REPLACED BY THE PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR PLANT MATERIAL. PERENNIALS NRBW 46 NEPETA RACEMOSA'BLUE WONDER'/BLUE WONDER CATMINT 12-15" 2 GAL. 1.2' NO TO THE EXTENT POSSIBLE,EXISTING TREES, Map data Q2024 Terms Reporta map err6r 13. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED VEGETATION AND UNIQUE SITE FEATURES,SUCH THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. GROUND COVERS AS STONE WALLS,SHALL BE RETAINED AND EXISTING VEGETATION IS A VICINITY MAP CPE CAREX PENSYLVANICA I PENNSYLVANIA SEDGE 6-12" 1 GAL. , YES -92-D PROTECTED.EXISTING HEALTHY,MATURE TREES, TREE PROTECTION FENCE AS 14. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION POSSIBLE. 68 280 PROTECTED BY MEANS OF COMPLIES N.T.S. 15. CONTRACTOR SHALL P+ROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM SHALL MEET ALL CODE REQUIREMENTS. LM 95 LIRIOPE MUSCARI I LILY TURF 10-12" 1 GAL. 1-1.5, NO IF PROPERLY LOCATED,SHALL BE FULLY SHOWN ON THE PLAN. RAGL 6 RHUS AROMATICA'GRO-LOW't GRO-LOW FRAGRANT SUMAC 15-181, 2 GAL. 11.5-7 YES CREDITED AGAINST THE REQUIREMENTS OF THESE REGULATIONS. PROJECT DATA NO PHYSICAL POSSESION IN CASES WHERE THE EDGE OF THE PAVEMENT TAX MAP NUMBER..................... Dist,1000,Sect.1 13,Block 12,Lot 13 LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE WITHIN A PUBLIC RIGHT-OF-WAY DOES NOT SEE NOTE ON PLAN STATING ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. & SHARON M. JACOBS USE:RESIDENCE 280-92-F COINCIDE WITH THE FRONT LOT LINE,THE THAT SEEDED LAWN AREA SHALL COMPLIES SITE AREA.................................. 111,848 SF(2.57 Acres) USE:RESIDENCE S.C.T.M. 1000-113-12-10.2 PROPERTY OWNER SHALL LANDSCAPE THE AREA EXTEND TO THE CURBLINE OF ZONING....................................... LB LIMITED BUSINESS SINGLE FAMILY RESIDENCE BETWEEN THE FRONT LOT LINE AND THE EDGE OF COUNTY RD.48. LAND NOW OR FORMERLY OF THOMAS R. TALBOT THE STREET PAVEMENT. CURRENT USE........................... VACANT S.C.T.M. 1000-113-12-10*3 SINGLE FAMILY RESIDENCE )12 11 9 N 8701614011 E 300.001 IN ALL NONRESIDENTIAL DISTRICTS,THERE SHALL PROPOSED USE......................... CONTRACTOR'S BUSINESS 0111111110 LANDSCAPE STRIP IN FRONT 09 7 U FRONT BE A LANDSCAPED STRIP IN THE FRONT YARD YARD IS 60'AND PROPOSED FOOTPRINT........... 22,006 SF 06 (-�D15 - AREA;THE STRIP SHALL BE 25'.THERE SHALL BE 811 0811 0611 LANDSCAPED 280-93-8 - BUILDINGS/PARKING LOTS HAVE COMPLIES 0 0711 AREA ALSO BE A LANDSCAPED AREA 5'WIDE ABUTTING GREATER THAN 5'OF LANDSCAPE LANDSCAPEINATURAL AREA 47,961 SF 0 061/ 012 THE FRONT OF THE BUILDING IN ALL NON AREA. PAVEMENT/CON CRETE AREA... 41,881 SF 711 081/ 6 "0 RESIDENTIAL DISTRICTS. 0711 711 06 0711 01011 7 '8 09 /1 01211 A BUFFER AREA SHALL BE REQUIRED ALONG ALL '0 10,0 0711 09' 1ARAF - BOUNDARIES OF A NONRESIDENTIAL LOT 45'OF EXISTING WOODED 3 GTIS 011 /1 1 010 /1 280-94-8(3) ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. BUFFER AREA TO REMAIN ALONG COMPLIES 7 '/ . 1111 7 1Cb9 1/ 710 SUCH BUFFER AREA SHALL COMPLY WITH AT 12 ,0 THE NORTHERN BOUNDARY. LEAST THE FOLLOWING MINIMUM STANDARDS: 061/ JAL cp� LIMITED BUSINESS DISTRICT:20 FEET ME 0 W ME EO 11 8 ICFW ANY DISTRICT OTHER THAN A RESIDENTIAL 25.6'OF EXISTING WOODED 31CPE 11TOE DISTRICT ADJOINING LAND OWNED OR BUFFER AREA TO REMAIN ALONG FEB 19 ?0?5 10 TOE 0 e) 1CFW 1 GTIS 280-94-B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK COMPLIES THE EASTERN BOUNDARY.AREA - 3RP 0 COUNTY OR SOUTHOLD TOWN WITH CURRENT OR 3RP L USE AS PARKLAND:25 FEET. SUPPLEMENTED WITH(JV). 1 0 POTENTIAL PLANTING OF SUCH TYPE,HEIGHT,SPACING AND 37 CPIE TRANSITION ARRANGEMENT AS,IN THE JUDGMENT OF THE PLANNING BOARD,WILL EFFECTIVELY SCREEN BUFFER AREA SUPPLEMENTAL EVERGREEN 8 JHBC THE ACTIVITY ON THE LOT FROM THE BUFFER WITH A DOUBLE ROW OF 11 IGC NEIGHBORING RESIDENTIAL AREA,AS A MINIMUM 280-94-C IN)AT 6-7-TALL,10 FEET ON COMPLIES 3SH 117 THE PLANTING SHALL CONSIST OF A DOUBLE ROW 47 LM 48LM CENTER IS PROVIDED ALONG THE 5CAC OF TREES SIX FEET IN HEIGHT PLANTED AT le ARAF EASTERN BOUNDARY. 6JHBC INTERVALS OF 10 FEET ON CENTER. NONEVERGREEN PLANTING MAY BE INCLUDED TO 3SH rr 6 Ab: SUPPLEMENT EVERGREEN PLANTING,BUT NOT TO t TAKE ITS PLACE. EXISTING VEGETATION WHERE THE EXISTING TOPOGRAPHY AND/OR SURROUNDING SITE TO REMAIN LANDSCAPING PROVIDES ADEQUATE SCREENING, AND ACT AS THE REQUIRED 280 THE PLANNING BOARD MAY ACCEPT THE EXISTING COMPLIES -94-E 4 ARAF TRANSITION BUFFER AREA PLANTING AND/OR BUFFER AREA AS THE A 4 ARAF Olt LONG THE EASTERN AND 710 REQUIRED PLANTING. NORTHERN BOUNDARIES. OUNDARIES. 10 SF x 45 PARKING SPACES 450 1 GTIS SF OF INTERIOR LANDSCAPE d* AREA REQUIRED 10 Jv 581.5+629.6+1,166.4+970.4 PROPOSED 1-STORY ALL USES REQUIRED TO PROVIDE 20 OR MORE 3,347.9 SF TOTAL PROVIDED NO. DATE BY DESCRIPTION BUILDING OFF-STREET PARKING SPACES SHALL HAVE AT CONTRACTORS 45 PARKING SPACES/10=4.5 OR LEAST 10 SQUARE FEET OF INTERIOR BUSINESS 5 TREES AT2"CAL.REQUIRED LANDSCAPING WITHIN THE PAVED PORTION OF REVISIONS 5(GTIS)AT 2"CAL.PROVIDED 11,003 SF THE PARKING AREA FOR EACH PARKING SPACE AND AT LEAST ONE TREE WITH A TWO-INCH 21 IGC- 8JHBC EACH SEPARATE LANDSCAPE CALIPER FOR EVERY 10 PARKING SPACES OR 280-95-A AREAS REQUIRE 100 SF,MIN., COMPLIES FRACTION THEREOF.EACH SEPARATE 8JHBC DIMENSION OF AT LEAST 8.AND LANDSCAPED AREA SHALL CONTAIN A MINIMUM AT LEAST 1 TREE AT 2"CAL. PROPOSED 1-STORY OF 100 SQUARE FEET,SHALL HAVE A MINIMUM / pr BUILDING LANDSCAPE AREA 1(581.5 SF) CONTRACTOR'S DIMENSION OF AT LEAST EIGHT FEET,SHALL BE INCLUDING I(CFW)AT 2"CAL., PLANTED WITH GRASS OR SHRUBS AND SHALL LANDSCAPE AREA 2(629.6 SF) BUSINESS INCLUDE AT LEAST ONE TREE OF NOT LESS THAN 11,003 SF INCLUDING 1(CFW)AT 2"CAL., TWO-INCH CALIPER. .0000 0 LANDSCAPE AREA 3(1,166.4 SF) INCLUDING 1(ARAF)AT 2"CAL., C I V I L E r%I G I N F,/,,,7=R,I No!3 .0,00, LANDSCAPE AREA 4(970.4 SF) _00 -CAL. 6154 BLUE POINT ROAD, UNIT B INCLUDING 1(ARAF)AT 2 PROVIDED HOLTSVILLEj NEW YORK 11742 61/ 2 ARAF LANDSCAPED ALL PERIMETER LANDSCAPE NO PHYSICAL POSSESION PARKING AREA AREAS ARE AT LEAST 4'WIDE. -0506 LAND NOW OR FORMERLY OF LANDSCAPED AREA SHALL BE PROVIDED ALONG A I GULLY REALY, LLc www.KeyCivilEngineering.com 3 CAC S-C.T.M, 1000-113-12-12 % _j! I'.: :�i \_O_j I % ZONE:PROTECTED THE PERIMETER OF ANY PARKING AREA EXCEPT ROW OF IGC PLANTED ALONG VACANT :,.7 TMD '7 TMD THAT PORTION OF THE PARKING AREA WHICH 3 CAC PROVIDES ACCESS TO A STREET OR PARKING THE WEST PARKING LOT AREA, PROJECT NAME LAWN AND EXISTING& 6 NRBW FACILITY ON AN ADJACENT LOT.THE LANDSCAPED ZONE:1,B f,[MTTED BUSINESS : 280-95-B AREA SHALL HAVE A MINIMUM DIMENSION OF FKUFUSED TREES TO THE EAST COMPLIES USE:VACANT 6NRBW S-C.T.M. 1000-11,3-12-,4 H GRASS OR PARKING LOT AREA 3 CAC LAND NOW OR FORMERLY OF FOUR FEET,SHALL BE PLANTED WITH PROPOSED 3 CAC "-\\r SH 12' TOWN OF SOUTHOLD SHRUBS AND SHALL INCLUDE AT LEAST ONE TREE 1'% A 22 IGC VACANT OF NOT LESS THAN TWO-INCH CALIPER FOR 424 LF OF PERIMETER/40'=10.6 CONTKA%CTOR'S BUS11PIVIESS e,) 1 ARAF OR 11 TREES REQUIRED 1 GTIS bsH EVERY 40 FEET ALONG THE PERIMETER OF THE 9(ARAF)AND 2(GTIS)AT 2'CAL. 5 NRBW 1 ARAF 5 NRBW PARKING AREA, PROVIDED AT 40'O.C.ALONG 60) PERIMETER OF PARKING AREA B lul I L D I N Gz'3 t 705 COUNTY ROAD 48 MATTITUCK, NY 11952 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 06' TREES USED IN PARKING LOTS SHALL INCLUDE ALL TREES PROPOSED IN 5 CSF . * * 08 280-95-C HONEY LOCUST,PINE,OAK OR OTHER SIMILAR PARKING LOTS ARE COMPLIES DISTA000, SECT.: 113, BLOCK: 12, LOT: 13 . . . FAST-GROWING,HARDY VARIETIES OR EXISTING FAST-GROWING,HARDY DRAWING TITLE 1 CFW TREES WHERE APPROPRIATELY LOCATED. VARIETIES. I gFW. 5 CSF 0. 611 0911 LANDSCAPE PLAN 09 0 4NSW' % �6 PH, 5'WIDE FILL EASEMENT IN 15 NRBW FAVOR OF COUNTY OF SUFFOLK 0 6 "0 C12 DATE: 01/27/2025 SH 528.6,i�\_ BW 4110111' SCALE: _W_ -V 3 RAGL 3 RAGL S�7 6'40" W W�_ 30 01 -W _W_ _W_ PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP A APPROVED BY: MP ......................a ........................... --------------------- ALTERATION OR ADDITION TO THIS SEAL &SIGNATURE: DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A IN E VWv VIOLATION OF SECTION 72,39, Know what's below. SUB-DiVISION 2,OF THE NEW YORK A�- STATE EDUCATION LAW Call before you dig. 1-800-272-4480 CST_T1:71F(:XT_1< C�<>TJJSFI-V ]R-(:>,ALr-> 48) co DRAWING No: cc W NOT -ALED GRAPHIC SCALE 0 30 0 15 30 60 120 015 C-5 OFE OF THE ( IN FEET ) 1 inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #08155B 5 OF 10 YAKey Civill.Projects\2024\24216--Ron Kuoppala 705 County Road 48..Mattituck\DrawingslKey Civi1124216..2025.01.27-.SPP-O.dwg SITE 6 NOTES: `'.. 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE NOTES: FIRST MONTH AFTER.PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. � yy9 3. SOIL AMENDMENTS: 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY -MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM THROUGHOUT THE FOLLOWING TWO SUMMERS. SEEDING SPECIFICATIONS °MODIFY EXTREMELY SANDY SOILS(MORE THAN 65%SAND)BY ADDING ORGANIC MATTER AND/OR 48 2. SOIL AMENDMENTS: 1.PRIOR TO SEEDING,MIX TOP 5"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-10-10 FERTILIZER �.f, DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX o o SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F. LIME SHALL BE *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 3010 BY VOLUME)OR GYPSUM APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: N AVOID PURCHASING TREES WITH "MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX TWO LEADERS OR REMOVE ONE AT 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS SOIL TEXTURE TONS/ACRE LBs/1.000 S.F. PLANTING OTHERWISE,DO NOT CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 PRUNE TREE AT PLANTING EXCEPT SANDY LOAM,LOAM,SILT LOAM 2 90 ' FOR SPECIFIC STRUCTURAL LOAMY SAND,SAND 1 45 CORRECTIONS ABOVE APPLICATION RATES FOR FERTILISER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SPACING"D" ROW"A" BASED ON STFE SPECIFIC SOIL TESTS. SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS SPACING CHART 2.TOPSOIL.SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN DIAMETER. 3"DOUBLE SHREDDED ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. HARDWOOD MULCH(DO NOT NOT TO SCALE 6"O.C. 5.20" CUT BANDS OF WIRE BASKET AND PLACE MULCH IN CONTACT 3.CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR WITH TREE TRUNK) FOLD AWAY FROM TOP OF ROOT TO APPLICATION OF SEED. BALL 8"O.C. 6.93" ``; HOLE SHALL BE 2 1/2 TIMES THE 4. GENERAL LOW MAINTENANCE.SEED MIX(#6) Map data 02024 Terms Report a map error WIDTH OF THE ROOT BALL 4"BUILT-UP EARTH SAUCER 10"O.C. 8.66" SEED MIXTURE LBS`ACRE LBS11,000 S.F. ROPES AT TOP OF BALL BACKFILL SOIL FINE FESCUE(BLEND) OPTIMAL PLANTING DATES VICINITY MAP SHALL BE CUT AND HARD FESCUE ZONE 5B&6A-3/15-5/31 °7 PART SOIL AMENDMENT D D ,2"O.C. 10.4D" 130 3.0 8/1-10/1 REMOVED. FOLD BACK BASED ON SOIL TEST) CHEWINGS FESCUE N.T.S. TOP 1/3 OF BURLAP. ALL """""' •' "� ZONE 66= 3/7-4 30 - 1 F- `'' t' :" --1':i=_ (3 PARTS NATIVE TOPSOIL STRONG CREEPING RFD FESCUE 8115 10/15 NON-BIODEGRADABLE `==- - {'�' •••••• :i ::i:i - 15 0C 1300"��"' "' .r;..• 1F.=..� � KENTUCKY BLUEGRASS 45 0.1 ZONE 7A&70=2/1.4/30 MATERIAL SHALL BE REMOVED. f -`I'I '�•: •' 4-6"DEEPER THAN ROOT BALL D PERENNIAL RYEGRASS 20 0.5 8,/15-30/30 - "-� 18"O.C. 15.60" WHITE CLOVER 5 D.1 PROJECT DATA ,. TAMP SOIL SOLIDLY AROUND BASE MAINTENANCE LEVEL UNDISTURBED SUBGRADE `""" OF ROOT BALL TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 24°O.C. 20.80° (B}FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTILIZATION AN LIME. DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN SITE AREA.................................. 111,848 SF(2.57 Acres) TAPERED SIDES BOTTOM OF HOLE PLANTED ON CENTER(SEE SPACING CHART) (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 30"O.C. 26.00" 'WHITE CLOVER CAN BE REMOVED WHEN USED TO ESTABLISH LAWNS ........... LB LIMITED BUSINESS ZONING............................ SEED SHALL BE APPLJFD IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED,FIRM EVERGREEN TREE PLANTING DETAIL 5. NOT TO SCALE 36"Q,(', 30,00" THE SOIL.WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOIL CONTACT. CURRENT USE........................... VACANT 6.APPLY UNROTTED SMALL GRAIN STRAW,HAY FREE OF SEEDS,OR SALT HAY TO AI_L SEEDED AREAS AT THE PROPOSED USE......................... CONTRACTOR'S BUSINESS RATE OF 1 1/2•2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT APPROXIMATELY 85%OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE Q Q ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE PROPOSED FOOTPRINT........... 22,006 SF 2"DOUBLE SHREDDED ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:PEG AND TWINE,MULCH NETTING,CRIMPER,OR LIQUID MULCH-BINDER. LANDSCAPE/NATURAL AREA... 47,961 SF HARDWOOD MULCH(DO NOT 7.IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY(NOT DURING PLACE MULCH AGAINST THE PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED. PAVEMENT/CONCRETE AREA... 41,881 SF BASE OF THE PLANT) GENTLY PULL ROOTS AWAY FROM (' I TOPSOIL MASS WITH FINGERS _ 1 i NOTES: ..... �-€:: „� ••t .t , - ."I.. .... ::;::,_ ,•/ "t ♦+ .f.�.. N 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE - t ' •` ' ` •", +'. --'f f'f— '''• -- BACKFILL SOIL OUTER LAVER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE -:.:; .... ••• :,•" t+ ;........ t..... �•• `F-'I I AMENDMENT CONTAINER ;.._:_L:'-- ..•'.•' ' I' °1 PART SOIL AMENDME FEB 19 2025 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE ' „.'+•' +" +'. --.. - „+'+•• --I, i-••- FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. "'..l..l ":: +•;'i• •' tt T SOt)THOLD TOWN BASED ON SOIL TEST) 3. SOIL AMENDMENTS: .',:..._L.;_;• •w,: „.•.•• L, •'. ,;...:.. - .• •..• _ 3 PARTS NATIVE TOPSOIL PLANNING BOARD °MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE —i ... ., --�' — ... •.,•. ,,'a:,•• -,.-:) --_ •^---^•'-"-""'°""""""'"""' BARK(UP TO 30%BY VOLUME)OR GYPSUM '�. �`"""'` •.. ';' '' •' ..._:;;:.:::... _.'s °MODIFY EXTREMELY SANDY SOILS(MORE THAN BS%SAND)BY ADDING ORGANIC MATTER AND/OR 1—!,,,,;. ,-;;t..., •; --:;;— I€---L.i.i.,-;- ` --- .- •' ••• ' p I ........., UNDISTURBED SUBGRADE DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX ;........ f........ € ..... --...... (........ i.........; i----a`i�......:._...... .. AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING:OTHERWISE,DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL GROUND COVERIPERENNIALIANNUAL PLANTING DETAIL CORRECTIONS N.T.S. DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS HOLE SHALL BE 2 1/2 TIMES THE WIDTH OF THE ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM TOP OF ROOT 3"DOUBLE SHREDDED BALL HARDWOOD MULCH(DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) 4"BUILT-UP EARTH SAUCER ROPES AT TOP OF BALL BACKFILL SOIL SHALL BE CUT AND °3 PART SOIL AMENDMENT REMOVED. FOLD BACK (BASED ON SOIL TEST) 3 TOP 1/3 OF BURLAP. ALL ";i:i; •'+ .t'•"•`.'` PARTS NATIVE TOPSOIL NON-BIODEGRADABLE e'• "" "''`'" MATERIAL SHALL BE rK'• * "t"L + I:.:ii:. REMOVED. •"'—.. tt:—:.: 4 5"DEEPER THAN ROOT BALL NOTES: UNDISTURBED SUBGRADE ....... TAMP SOIL.SOLIDLY AROUND BASE 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER .... ::t.....:. OF ROOT BALL OF THE CONTAINER. DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN TAPERED SIDES BOTTOM OF HOLE 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 3. SOIL AMENDMENTS: DECIDUOUS TREE PLANTING DETAIL *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM NO. DATE BY DESCRIPTION NOT TO SCALE *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX REVISIONS 8"TO 12" h TOP OF SHRUB ROOT BALL SHALL BE SET ROPES AT TOP OF BALL SHALL BE CUT AND FLUSH WITH FINISHED GRADE REMOVED. FOLD BACK TOP 1/3 OF BURLAP C IG L. Nvim, ALL NON-BIODEGRADABLE MATERIAL SHALL 3"DOUBLE SHREDDED HARDWOOD BE REMOVED. POINT MULCH(DO NOT PLACE MULCH AGAINST H O TS V II LLEN W YO R K 1 117 2 TREE PROTECTION ZONE/DRIPLINE THE BASE OF THE PLANT) (631) 961-0506 PLANTING HOLE SHALL BEI2°To :, . �' °'' :+ L,..:. : www.Ke CivilEn ineerin com :!..'.: — • i + j t, yam" CONTAINER-GROWN PLANT WITH Y g 9• 18"DEEP. FOR LARGER SHRUB !...j:- - :,• ' .' € "' — j: : �,• ROOTS PULLED OUT OF BALL ROOT BALLS,MAKE DEPTH MIN.4" ti,.... • DEEPER THAN BALL. PROJECT NA ME �.." i -3' BACKFILL SOIL '1 r•, i °1 PART SOIL AMENDMENTPROPOSED B LLEDANDBURLAPPEDPLANT II:' .......:....: ..........::,...i �.........I I... ..:: .:1::.... IL;..;....�::...;..,. :;....,! :::.;::;I .... I1......:::� I i (BASED ON SOIL TEST) { CONT 4! 1BUSINESS l( ::::I...... ( ...... 4.,..._..'..j... i._....:..I I ...I, 1::::); :.::; °3 PARTS NATIVE TOPSOIL W TALL FLUORESCENT SOIL SURFACE ROUGHENED TO UNDISTURBED SUBGRADE BUILDINGS ORANGE ION FENCE OR PROTECTION ZONE TO AREA WITHIN TREE BIND WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 CONSTRUCTION FENCE OR UNDISTURBED DURING REMAIN 705 COUNTY ROAD 48 APPROVED EQUAL CONSTRUCTION MATTITUCK, NY 11952 6'LONG WOOD OR STEEL DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL TOWN OF SOUTHOLD, COUNTY OF SUFFOLK FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' N.T.S. ON CENTER MAXIMUM. DIST,:1000, SECT.: 113, BLOCK: 12, LOT: 13 DRAWING TITLE >+a .,.X;�j.•,y, �iif.,,�i :.,MaL ...M:,:;mt' �,.:$Nii�Y.,,'(w AREA OF SITE .,,`Nr"W,'":�M ;:%C".+:( "�):,.'.Z'"% 'K>..+.;'.',.� �,;:,::%I•. 4, AREA OF SITE CONSTRUCTION ::;'„q,`,:w ""?''.ry,.e'o'.::?`••,` :,'"`'<,.'r'S> F 'ar:,;;..,,L >�� ;''j,::'':< CONSTRUCTION w;y.�:} : n -:j LANDSCAPE DETAILS Y.,%..-�rii .i�l",`�'?;'" :,y:%rw 'n�+,+.•�: w7.:,,;iidm >'n�'% y 2' DATE: 01/27/2025 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 SCALE: N.T.S. TREE PROTECTION FENCE DETAIL NOT TO SCALE PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP APPROVED BY: MP SEAL 8t SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED vv PROFESSIONAL ENGINEER IS A O�•✓ VIOLATION OF SECTION 7209, t! � P' O �0 SUB-DIVISION 2,OF THE NEW YORK t STATE EDUCATION LAW Q �4 DRAWING No: ` rr NOT PY EALEDq. 0816 v C_6 Know what's below. OFE Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE NO: NEW YORK STATE PROFESSIONAL ENGINEER 008155; 6 OF 10 Y,1Key CivAl`rojects12024124216_Ron Kuoppala_705 County Road 48_MattltuckTrawings%ey Civil124216_2025.01.27_SPP-O.dwg jo- SITE LIGHTING NOTES GENERAL FOUNDATION NOTES V, LUMINAIRE SCHEDULE 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 1 STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.* DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,'MANUAL OF CALCULATION SUMMARY 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM WRITTEN APPROVAL FROM THE ENGINEER. I FIXTURE FIXTURE MANUFACTURER/FIXTURE DESCRIPTION MOUNTING COLOR LUMENS TOTAL ARRANGEMENT TOTAL WITH ACI-347, "GUIDE TO FORMWORK FOR CONCRETE,' UNLESS OTHERWISE NOTED ON THE CONTRACT UNITS AVG MAX MIN AVG1M;N MAX/MIN SITE SYMBOL QUANTITY LABEL ARRANGEMENT COUNT MOUNTING TYPE HEIGHT LLF TEMPERATURE PER FIX. LUMENS WATTS WATTS LABEL CALC TYPE DOCUMENTS. 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. PARKING LOT ILLUMINANCE Fc 1.10 3.70 0.00 N/A MIA 2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,'PROPORTIONING 24 A SINGLE 1 LSI/XWS-LED-02L-FTW-30-80CRI/BUILDING 16-0" 0.900 3000 K 2,071 49,704 15 360.0 ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. THE WATER-CEMENT RATIO FOR THE FROM EXISTING/AMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE 5. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS 448 3 B SINGLE 1 LSI SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. MRS-LED-06L-SIL-2-30-70CRI-IH/LIGHT POLE 20'-0" 0.900 3000 K 4,597 13,791 39 117.0 015 6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE. 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4*TO WITHIN A TOLERANCE OF 1'. TOTAL TOTAL 63495 477 rr48 - 4, EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1% a5d uga TOLERANCE),CONFORMING TO C 260. Av e . ....... 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. SITE LIGHTING COMPLIANCE TABLE 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE, IF REQUIRED,ADDITIONAL BARS OR STIRRUPS TOWN OF SOUTHOLD CODE-SECTION 172.5 SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT PERM ITTEDIREQU IRE D PROVIDED WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. MAXIMUM MOUNTING HEIGHT 35-0" 15'-0",20'-0. 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE *0.0 t.0 t.0 *0 10.0 *0.0 t.0 t.a t.0 ').0 t. OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. 0 0.0 0.0 0 D.0 o.0 J.0 25,000 LUMENS/ACRE x 2,57 t 0 11.0 t.v t.0 0.0 t.0 0.G 0.0 0.0 *0 0 Q-0 10 0 0 J 0 NO 14&SICI� POSS&18N 0.0 0 -0 0.0 0.0 0 -0 0.0 0 -0 .0 0. MAXIMUM LUMENS FOR COMMERCIAL USE COMPLIES(63,495 LUMENS) 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE ZONE:R-80]RESIDENCE JAMES H. JACOBS JR. & SHMON M. 4ACOBS YSE:RESIDENCE ACRES 64,250 LUMENS MapdataC2024 Terms Reportamaper� SJ.T.M�l AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR t.&JSL,)If 'O.G. ti. 'j.0 *0.0 ti.0 0.0 U 0 t.0 t.o t.0 'o.0 *0.0 ',,.o t.0 t.0 '0. *0.0 *0.c t.0 0 t.0 *0.0 10.0 .Q t.0 t.0 . FSIT?.kNCC.0 t.0 D 'o,o t.0 t.o t.0 t.0 t.0 t.o j,0OO',,r1J3-12--UO.2 0.0 LAND NOW OR FORMERLY INO AMILY*RESIDENCE LENGTHS,BEND I SCHEDULES,AND CONCRETE DIMENSIONS. REINFORCING LAYERS SHALL BE SHOWN SEPARATELY VICINITY MAP 0.0 t G.TH 4A o.0 0 *0.0 ).0.S R.TALMOT *0.o *0.0, t.0 *0.0 t.0 *0.G, t.o 0 t.0 t.0 *0.GI 'n.0 ti.G.o 0 .0 tj.0 to o t.0 0 t.0 "j.0 o 0 to.0 *0�o C, 'o.0 '0.0 *0.C, '0-0 '0.0 '0.0 'U.o 'u.G. t.0 'o.0 N.T.S. M. 1000-113-12-1 OF MAXIMUM fc 5 fc 3.70 fc ON SHOP DRAWINGS. j S.C: 0 3\ SINGLE FAMILY RESIDENCE N 87'16'40"E 300.00' MAXIMUM LUMINANCE AT PROPERTY LINE 0.05 fc 10.1 fc COMPLIES(0.00 fc) 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED " 1 4111111111' 1 6qp"ft AqIiiio a"411IN1110 GFNMEEMWMEEEM�W "m (RESIDENTIAL/NON-RESIDENTIAL) INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER _) o b.o 0.0 G 7,b--�42.V 0.0 0.09Y!Gl 0.0• 0.G, 0 '077.0 0 0."mw 0.0 0.0 0.0 U.01 0.0 0.L; 0.C, t.0 '0.0 'D.0 t.0 ).0 '0.0 ).0 t.0 0.0 DATA 66 'b-0 J.P4 Qb15 @f%0 Tj-0 �u 0 u.0 o 77-7 1 1 1 150 CUBIC YARDS OF CONCRETE. NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND 11 28-DAY AVERAGE COMPRESSIVE STRENGTHS. t.0 N.0 *0.0 t.0 TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12,Lot 13 0 0 p o t.o ti.0 t.G. 't.C. o 0.0 '0.0 t.o 0.Q60.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.c t).0 0.0 0.0 0.0 J.0 ti.0 0.0 0.0 0 t.0 o Ito. o. tj-0 0 t-o t-0 ' 6 " t '67 8 it 0 6 "0 012 If 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN SITE AREA.................................. 111,848 SF(2.57 Acres) 0. Q7 0 7 11 'n% '0.0 '0.0 *o.0 *0.0 '0.0 '0. 0 '.0 PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. 0 017 " ,0.0 'j.0 O' cl 0 "'0.0 'U.0 to.0 '0.C, o 0 '0.0 to. G, 0 ZONING....................................... LB LIMITED BUSINESS 0 t.o t.0 to..0 t.0 0.0 9 0-0 0 12" *0 0 tj'o *0-a t'006"' t-0 *0-0 t-0 *0 0 *0 A b *9 0 * 6 8 ,0 1010 07 11 (3V 11. CONCRETE SHALL ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE CURRENT USE........................... VACANT I ti.I to 2 2 t.1 '0.1 10.1 t.1 t.I t.0 0.0 i�.0 +0.0 +) 0 ',,Io *0.0 t.0 *0.0 t.0 *0.0 *0.0 'D.o to.o INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, '0.0 t.o '0.0 '0.0 ti.o to.0 0 10.0 0 t.0 U.0 *0.0 'U.0 11t,10 0.0 0.1 b.1 I PROPOSED USE......................... CONTRACTOR'S BUSINESS y O'� 01b 710 EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIMEFRAME. 12 '0 0 11 t.0 t.0 t.o t.0 , h 'O.c 'j.0 '0.1 10.v 1+01.1 '0.2 t.4 Q111 3 C, *0.0 +0.0 Kop t.D t.0 +).0 +0.0 +D.0 'U.06,�,% 07 0 0.o *,,\.c 'D.r. PROPOSED FOOTPRINT........... 22,006 SF 0 1-6 1-0 t 'i-3 +0-1 t-1 OT 1 t 081/ 8 96 LANDSCAPEINATURAL AREA... 47,961 SF t t.0 t,0 to. lu.. ti.I I to.2,,-40,3 10.4 10.C. 1.1 7 2.6 *2.6 2.7 +2.8 +2.0 1.3 t.9 tj ,a-�0.3 lo.2 1 + 0.1 +0.0- 10.A 0 +0.0 *0.0 10.0 lo.0 0.c +).0 0.0 PAVEMENT/CONCRETE AREA... 41,881 SF 0.0 t.0 0.0 0.0 O.L 06 1 e '2, 1 Or.:�F_�'11 v .3 't. 0.2 1 t.1 +0.0 _o t.0 t.0 t.0 0 t.0 *0.0 t.0 ti.0 LIGHT POLE FOUNDATION SCHEDULE t.0 to.0 o.0 '0.0 to.0 '.0 t.0 t.0 t.0 0.1 t 1_ 1 -11'8 10.9 0�7 i., _9 -!I A 3 0 0 0 MAXIMUM HEIGHT ABOVE GRADEW 20'-0" + I.G. o a E. 7 2 +1 5 6 6 0. 0.2 0.1 +0. *0 `0.0 +0.0 '0.0 *0.C', +0.0 +0.6, +0.� +D.0 0.0 t.o 'U.0 t.0 t to.0 to. t,I t. t.3 ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 4-(CIRCLE STEEL) 0 MAXIMUM NUMBER OF FIXTURES SINGLE Lf`l VLF ,5.o t.0 t.0 t.0 t.0 J.0 t.1 10.2 j.3 1. .3 �13 +2.2 *1 2 +0.5 t 'n- I 1 +).0, t.o *0.G, t.0 +).0 t.0 'm +0.0 '0.0 FEB 1 2025 MINIMUM FOUNDATION DIAMETER'C' Z-0" t.0 t.0 t.c. 0.0 t U. 10.2 1j.4 2 0\ +0.7 + +).G, G, +).0 +).0 ).0 t.0 .0 *0.0 0 1 0.1 J.1 1 MINIMUM FOUNDATION DEPTH'D' 4'-0" SOUTHOLD TOWN PLPNN;NG PBOARD j 0 +0.0 t.0 t.0 +0.0 +0. '0.0 ES'E' #3 TIE AT 12"O.C, 1j.0 to.o +0.0 t.o 1.1 `1.o +1.0 0.4 +0.2 t.1 0.1 J 0 REINFORCING TI +1.2 VERTICAL HOOKED REINFORCEMENT'F' (6)#6 BARS EQUALLY SPACED 'j.9 1 6 0 C +0.0 t.0 +0.0 10.7 11. 8) 1 0 '0.7 10. _2 t.1 71."1 1.0 to.0 J.0 t.o t.0 t.0 3.0 t.1 0.2 0 41 ✓ ADD 3 TIES,1-1/2'C-C,AT TOP OF THE FOUNDATION ........ +t.0 +0.0 +0.0 0.0 t.0 N'JV%Aol + 0.2\ t.4 �i.E. 2,5 2,1 I ej 1 0 +).0 O.0 +0.0 O.0 ' .0 o A 0 t.0 0 ).0 +0.0 t.0 t.0 +0.0+0.0 +0.0 t.0 t.0 1 t.2 4 t.8 10 to 4.2 +2.2 2 3 0.1 A 0/ + S HEDULE-\ ti.0 t.0 0.c t.0 t.01�_ 1j'. + .4 1.s 7 7 2..' 0.8 0.4 0. 0. 7' \t,.0 +C).0 0 0.0 +D.0 0.0 0.1 SEE LUMINAIRE C ONCRETE FOUNDATION 1 j.C 0.9 1.3 FOR NUMBER AND 0 CONFIGURATION OF FIXTURES MIN.DIAMETER'C' 4% 4� 2 ti.1 t.1 'A G- .0 0.0 0.0 .0 0.0 D 0 + 2.2 J.0 J.0 0.0 j.0 3.0 J. .2.V22. 2 "000, 0-.01 C6 t A 0 ULrMr, L + 12.lS /6 5 2.8 *i.t + + + MOUNTING 0.0 t.o to 0 t.0 U.0 0.1 1.6 ).0 'D.0 b.0 0 ARM BY 000� Oool - 1�.- . .. 1..� -- -STORY ASSUMED POLE COVER(TYP.) &V LIGHTING MANUFACTURER PROPOSED1 BUILDING DIAMETER WIDTH'B') 1I.o tJ.0 t.0 t.o 0 + .9 + j 0.I j.I I 0. t.0 t D +).0 +).0 +).0 0 1 .2 1. 2 CONTRACTOR'S BUSINESS LIGHT POLE(ALUMINUM)By +0.0 0 .0 J.2 "U.4 9 1.:, 11.4 +117 1 '2.4 j. 0 0 0 U J.0 .0 1 1,003 SF *1.0 to.9 1 b.I 1 0 0 0 LIGHTING MANUFACTURER + + 4 EINFORCING TIE'E' 4, + t 11.7 *2.6 *2.7 1.5 1 + A j.o U.0 o to.0 3.0 0.0 1 .9 .0 2.5 1 1 2 10.1 tu.1 01 0.0 .0 VERTICAL REINFORCEMENT BAR'F' to.o 0 0 +0.G. +0.0 C). 0 O.0 11�2 + PROPOSED 1-STORY 13, 9 *2. `1.9 1.1 to.I 'j.1 to.. 'D.0 +3.C; +0.6, +0.0 0.0 .0 If BUILDING NO. DATE BY DESCRIPTION CONTRACTOR'S HANDHOLE WITH COVER + 0.0 'U.0 +0.0 '0.0 +0.0 +0.0 +0.1 '0 .8 1.0 BUSINESS l 11. 1.7 +1. to.8 t.S I to.I t. t.0 t.0 t.o 0.0 +).0 SECTION VIEW ELECTRIC CONDUIT REVISIONS 11,003 SF I ". . .". I 11.8 '2.4 % STUB UP MINIMUM 1'.0" +2 to.o t.o t.o +0.0 t.o t.0 0 11.7 1.9 2.6 t.6 t.9 t.a +0 IFO.0 %0 *.0 0 '3.0 t.0 t.o '3.0 ANCHOR BOLTS AND BASE PLATE-\ A A - . .. '1000o BY LIGHTING MANUFACTURER to.. 10.2 10.5 *1.2 1 3.4 +2.. �D + + t.0 t.0 t.0 t.0 J.0 t. 1 7 1)0 .4 11.9 11.4 *0.2 t.1 t.0 to. .0 ).0 0.0 o.0 o.0 n.0 3"MIN 2. A HIGH-STRENGT NON-SHRINK GROUT 8"MAX IN LANDSCAPE AREAS 6.0 t.1 z t.7 *1 .0 0 CURB(SEE SITE P (WHEN LOCATED IN PAVED F tI.0 t.0 t.o t.o t.o Is, *1. 3.2 1 'J.0 t.0 0 to.0 0 t.o *o.o '0.0 +). CHAMFER(TYP ////"A NO AREA,PROVIDE TMIN AND PAINT PHYSICAL POSSESION LAND NOW OR FORMERLY OF A FOR LOCATIqON + CONCRETE BASE YELLOW) Y. LLP.0 �J.C. t.0 t.C, 1.0 1. 9 1.0 +1. '1.0 t.7 t. +0. GULLY R ti.G. t.0 + S-C.T.W- 1 oo 13-12-12 t.4 W.D Z(�V�:P�dTFCJ'U --�V.6-'MIN. 0 VACANT FINISHED GRADE Z 1�/ A& E R I N!G11 XW\�,\N/,X\,/ + t.( .2 1) u.2 0.1 0.1 t.0 t,o t.0 0 +0.0 t.0 t.0 *0.0 it 'a.0 to.0 t.0 t.o 0 t.0 t.I L x,n, v,\\, CIVIL EIVIGINy; IFEE ZONE:LB LIMITED BUSINESS �v USE:VACAN- o O.0 0.0 +0.0 t.0 0 0.3 7 t 1.1 1.9 3 .2 t 5 1.1 ti.8 0.6 .3 t.3 +1.2 0.1 0.1 t.0 'D.0 .0 n.0 +O.S.C.TA..o 1OOb-q 13-+'2a`!4 664 BLUE POINT ROAD, UNIT B " LAND NOW OR FORMERLY OF 012012, TOWN OF SOUTHOLD /x,��/ HOLTSVILLE, NEW YORK 11742 + V 0.0 0.0 t.0 t.0 10.0 10.0 10. +0.1 1j.2 10. tu. ti. *1. ij� J.), 4 U. 4 9 1.5 1.1 to.f, to.C. �.3 4 +).2 t.1 ',1.G, G, +). 0 +o,.O +).01 ACA 0 0 (631) 961-0506 FOR PRECAST FOUNDATIONS.SUITABLE U. all' BACKFILL MATERIALS SHALL BE www.KeyCivilEngineering.com to.o 1 *0.7 1j.8 '0.7 13.5 10.3 0 1j.3 1j.3 3 4 7 1.2 11.7 '2.0 *2.0 *1.7 0.1 +).0 0 +).0 +).0 +).0 +).0 +).0 0 +).o 0 '0.0 o +0.0 '0.0 0.0 F0.1 2 2 ti.2 1j.2 10. 1.2 3 COMPACTED TO 95%OPTIMUM DRY 4 z PROCTOR DENSITY IN 9"LOOSE LIFTS 2 10.3 +0.( 1.1 ' 9 '2 8 +2.8 2. +2.--, 1.4 +o.(, LU PROJECT NAME t.0 t.0 t.0 t.0 '.0 t.0 081, t.1 *0.1 1 �+Q.2 +0. -+6,9 11.2 11. 6 +0 -0 +0.2 t,o +,.0 + 0,1 01 0 +0.0 +0.0 +0.0 +).01 +).0 LU t 0 1 7 +0.3 1 +).0 +).0 +).0 t.0 t.0 +0.0 0 +0.0 +1.0 t.0 0 PROPOSED t.0 t.0 'U.0 ti.o 'U.G. to.o t.o t.o +0.o (Z%m +0.1 t.T !n I-1 2 1.8 0 1.5 'o.7 to.3 +0.3 +0.7 + z 91116 A 0 0 + AUSINESS +0 + <10.8 J.6 '0.2 +0.1 11.1 +0.0 t.0 +).0 t.0 t.0 0 V�o t.0 +0.0 +0.0 "'.0 +0.0 KA 10.0 +0.0 +0.0 +D.0 ti.0 +0.0 10.2 11.6 6 '2.6 1 f t.6 +Q +O.S t.7 +.0 t.0 t.0 t.o t.o %1.0 0 AUGERED OR FORMED CAST-IN-PLACE OR CONT CTOR'S 13 N PRECAST CONCRETE PIER FOUNDATION 0 REINFORCING,_t BUILDINGS to.0 t.0 t.0 t.0 +0.0 +0.0 J. 0 10.0 ti.0 0 0 1).0 10.0 1 10.4 1.0 1j.3 '�431 110.1 to.0 J.0 0 +0.o G, G, +).0 0 +).0 +D Q '0.c, t.0 +0.0 t. *0.0 t.0 +0.0 +D.0 +0.0 1, (4,000 PSI AIR-ENTRAINED CONCRETE) mi TIE SPACING'E 15 /10 + ce 705 COUNTY ROAD 48 0 +0.0 +0.0 +0.0 0.0 0 .0 z j.0 0 to.0 +0.0 0 +3.0 0 t.0 +0.0 0 10.7 \2 + E. .4 ta.5 1 +0.0. t.0 0.0 t.0 11.0 0 +).0 +3.0 0 'D.0 +0.0 +).0 +0,0 0 +D.0 +0. *0.0 +0.0 +D.0 0 091/ MATTITUCK, NY 11952 611 + TOWN OF SOUTHOLD, COUNTY OF SUFFOLK t.0 0 t.0 to.G, t.r, t.0 0.0 0.0 0.1o.0 +u,.0 0 +0.0 t.0 t.0 t.0 t.0 t.o t.0 09. Q7 + + + 1/0 + + A VERTICAL--""",, NOTE 1.3 t.C u.2 j., 0, 0.0 0.0, 0, D.G, O.G.G. 0.0 .0 0.0 D. 7 SEE LIGHT POLE FOUNDATION SCHEDULE DIST.1000, SECT: 113, BLOCK: 12, LOT: 13 5'WIDE FILL EASEMENT I REINFO I , N RCEMENT BAR F FOR ADDITIONAL INFORMATION. tr-AVOR�OF COONTY OF- 0 0 DRAWING TITLE 528.6 3-CLEAR COVER(TYP) + ,,�I/ 0o6 '10,09, + -SUFFbLR +0.4�y t 66"'0 t'� to +0.1 t.C. ").8 t.5 13.2 10.1 10.0 lul-0 'j.0 0 +0.0 +0.0 +0.0 0 0 0 +).0 ).0 0 T).0 t.0 ).0 ".0 ).c o +D.0 LL n (1 +1 r, +a.-O _ool t, r, 1I -, klil. .I S 8 716'40 W 300.00, _W_ --V W _W_ _W_ _W_ -W _W_ --w- _W_ --W _W_ _W_ + SITE LIGHTING PLAN + t t t t t t + ' ' + + + + + t0 t.0 G o.0 0.0 G 0 0.0 t.0 0 0.0 o.0 o.0 0.0 0.0 0.0 t.D 0 ).0 0.0 ,o ).c .0 .0 ).G ).( +.0 jFOUNDATI DIAMETER'C') to.0 'j.0 0.0 0 to. O.0 G.G 0.0 *.0 0.0 +0.0 t.o t. 0 j.0 0.0 -.0 to U. +).c +).0 .0 + + *0.0 t.0 0.0 +.0 +c.0 +D *0.0 *0.0 +0.c 0 0 j.0 WELL COMPACTE SUBGRADE '0.0 +0.0 �.G 0.G. 0.0 0 t.0 ti.0 0 t.0 t.0 t + + + t 0 + + + + + +).0 + +).0 + + DATE: 01127/2025 .0 .0 G1 0.0 0.0 0.0 ).0 0.0 0.0 0.0 0.0 ).0 0.0 0.0 o.o 0.0 o.0_0 ELEVATION VIEW O.G 0.0 O.0 O.G u.G U.G J.0 to.0 U.0 0.0 '0.0 *0.o �J.0 +0.0 0 +0.o 0.0 to.0 O.G +0.0 O.G WIF-S-F 1I3C>TJTq]:> TYPICAL LIGHT POLE FOUNDATION DETAIL SCALE: ill= 30' ........... ....... ................ ----------------------------- N.T.S. PROJECT NUMBER: 24216 A41E>]E>1_1F_ 1R_(:>,AJ1:> DRAWING BY: JR 440 CHECKED BY: DP APPROVED BY: MID SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A t4EVv VIOLATION OF SECTION 7209, now what s below. SUB-DIVISION 2 OF THE NEW YORK Call before you dig. STATE EDUCATION LAW 1-800-272-4480 DRAWING No: W NO -ALED 0 0- GRAPHIC SCALE 30 60 120 0815 30 0 15 r C-7 F-1 rm OFE ( IN FEET ) I inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 7 OF 10 YAKey CivilkProjects\2024\24216.-Ron Kuoppala..705 County Road 48._Maftituck\Drawings\Key Civil\24216-.2025.01.27-SPP-O.dwg ' Z, , ►SITEk . ttTtv cy ND PHI POSSESION \ SOIL EROSION & SEDIMENT CONTROL NOTES: LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE. \ \ ZONE:R-80 RESIDENCE; JAMES H. JACOBS JR. & SHARON M. JACOBS USE:RESIDENCE \ \USE:RESIDENCE S.C.T.M. 1000-113-12-10.2 1. REFER TO SITE PLAN(SHEET C•1)FOR ADDITIONAL NOTES. \ SINGLE FAMILY RESIDENCE LAND NOW OR FORMERLY OF 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE nIOMAs R. TALBOT S.C.T.M. 1000-113-12-10.3 MINIMUM RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES 12 SINGLE FAMILY RESIDENCE 2)12 " 9 " N 870 16'40" E 300.00' / SHALL BE INSTALLED TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL wa rr�Iue, e r s w err Mww� 7�r �w s w �weer �s 2 " 9 " 15 it 0lu ' / DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND 06 " CONSULT WITH THE ENGINEER OF RECORD IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE J 8 "0 07 " 08 " 0611 INDICATING POTENTIAL OR REALIZED IMPACTS ON WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ° 07 „ 0 6 ' 6 „0 012 „ �� \ ``-_-� \ ASSOCIATED WITH CONSTRUCTION ACTIVITIES. Map data Cc 2024 Terms Report a map error 7 „ O8 « a 7 `-----� d VICINITY MAP 6 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS 0 7 " OlO " 0 0 12" ® RELIEVES THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW 0 07 (39 -- OR COMPLIANCE WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN N.T.S. �- it " 7 „ ~�\ 010 " 7'0 t! VIOLATION OF NYS DEC OR WHICH HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. 7 / 9 " PROJECT DATA 06 „ 07 „ 12 � all " " , 4rni � \ 0813- N \ 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12.Lot 13 APPROXIMATE LOCATION OF 09 " _ 43 AND SEDIMENT CONTROL('BLUE BOOK-)DATED NOVEMBER 2016.ANY REPORTS PREPARED SPECIFICALLY FOR SITE AREA.................................. 111,848 SF 2 57 Acres MATERIAL OR SOIL STOCKPILE " 1� ® _\ 42 -� -�I ` '�' THIS PROJECT, AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL ( ) % i ® -� ® CONSERVATION FOR STORMWATER DISCHARGE. ZONING....................................... LB LIMITED BUSINESS PROPOSED INLET �-� �' � CURRENT USE........................... VACANT 0 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM PROTECTION(TYP.) / \ ' \�0/ EXITING THE SITE SHALL,AT A MINIMUM,CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION PROPOSED USE......................... CONTRACTOR'S BUSINESS APPROXIMATE LOCATION OF \ AND SEDIMENT CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF PROPOSED FOOTPRINT........... 22,006 SF CONSTRUCTION DUMPSTER RECORD. z LANDSCAPEINATURAL AREA... 47,961 SF 6.1 IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT � } ® IT WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN PAVEMENT/CON CRETE AREA 41 881 SF i- T,`► COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND ,s 06- SEDIMENT CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/RELOCATED BY CONTRACTOR AS IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL \ MEASURES. 6 \ \ / 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED I nil t IN THE PRICE BID FOR THE SITE WORK. , ,10 8. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK SHALL BE DONE AS INDICATED IN THE FEB 19 2025 CONSTRUCTION SEQUENCE. SOUTHOLD TOWN 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PLANNING BOARD 7 \ RECOMMENDATIONS AND REQUIREMENTS. 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION .�""� � .+✓"'" t ®�`� MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION ,.>�*' OF ALL/ '` 014„ IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE PROPOSED 1-STORY �'� BUILDING COMPLETE CONTRACTOR ETETH CORRECTIVE ACT IMPLEMENTING IVFRAME.ACTIONSWITHIN ONE BUSINESS DAY AND SHALL ACTIONS NA REASONABLE CONTRACTOR'S \ .. ..i :.,,.� BUSINESS 11 CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT 1 \ ` 11,003 SF - REACHES (1/2) ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER. THE �0/ F.F. EL. 41.75 MATERIAL SHOULD BE INCORPORATED INTO THE SITE IN A STABILIZED MANNER. , �1 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 15 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING PROPOSED I-STORY BUILDING y SEASON, THEY SHALL BE STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST Y 1w PRACTICES. CONTRACTOR'S - 0 y BUSINESS \ o c-} i 11,003 SF 1 ® 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE ,1 \ �® Rr \ rl )i COMPLETION OF CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. 1i IF.F. EL. 41.75 d APPROXIMATE LOCATION OF �? .. .. JOB TRAILER AND 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED �N TEMPORARY SANITARY COVER OF ALL UPSTREAM/TRIBUTARY AREAS. FACILITIES(IF NEEDED) 6„ 15. SHALL BE \ DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE ALL UNSUITABLE MATERIAL AND DEBRIS NO. DATE BY DESCRIPTION No PHYSICAL PossEStoN DISPOSED OF IN ACCORDANCE WITH ALL CI TAT AND FEDERAL LAWS AND APPLICABLE CODES. \ CITY, EA LAND NOW OR FORMERLY OF ® w � /� 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. REVISIONS \ GULLY REALY, LLC S.C.T.M. 1000-113-12-12 1 � „ \ VACANT yam. \ 0 / �� ` 1 zONE:pROTECTr_n CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS 1 1 ti„EKt �� 1 DIFFER FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER \ 5� SITE FEATURES. ZONE:LB LIMITED BUSINESS USE:VACANT' S.C.T.M. 1000-113-12_14 \ 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. „ LAND NOW OR FORMERLY OF z ' \I 0 12' TowN VACA�DIr�OLD \ 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. 41 all ® - ' D ` 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING & PROPOSED DRAINAGE STRUCTURES AND , 0 1 40 INTERCONNECTING PIPE AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE SITE. 0 ® 012 f CIVIL 081, \ 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS u NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE 664 BLUE POINT ROAD, UNIT B ` PROPOSED INLET o SYSTEM FOR WHICH THE PROJECT IMPACTS. HOLTSVILLE NEW YORK 11742 \ fly 41 11 { / PROTECTION(TYP.) I--24' 0811 ® 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE (631) 961-0506 / MATERIAL STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER.CONSTRUCTION WASTE SHALL BE www.KeyCivilEngineering.com IMMEDIATELY PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR / °0 APPROXIMATE LOCATION SHALL MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY "0 T OF CONCRETE TRUCK \ CONTRACTOR'S EMPLOYEES TRAINED IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. PROJECT NAME / WASHOUT STATION 0911 \ \\ \ 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE P RQ P®S E \ / , 091, (%`7 0(2)16„ 9 ® WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. (� \ 4 \ 7 110 -` 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND T V T R 0 5'WIDE FILL EASEMENT I g „ 6 „0 02 „ d IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS, FAVOR OF COUNTY OF SUFFOLK' � 06n S "0 N 528.E 1' `" 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: - - - - - - - - ® ® ®� - - a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 705 COUNTY ROAD 48 S 7"16'40" W _---._ru 300.00' _ SHALL BE INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD; THIS AREA SHALL BE GRADED SO THAT P €N�W W -W W "-'" - W W w W RUNOFF WATER WILL BE RETAINED ON-SITE. MATTITUCK, NY 11952 b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK PROPOSED SILT FENCE TO PROPOSED CONSTRUCTION c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15' MAXIMUM HEIGHT AND REMOVED OR PLACED DOWN GRADIENT OFF UTILIZED FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE.SHOULD EXCESSIVE DUST BE GENERATED, DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 DISTURBED AREAS IN ASPHALT ENTRANCE/EXIT.RELOCATE AS AREAS.CONTRACTOR TO RELOCATE NECESSARY FOR REQUIRED ------- ----- L.... .... ..... _ THE CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. DRAWING TITLE DURING THE COURSE OF CONSTRUCTION PHASING SOLID WHITE LINE 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING CONSTRUCTION ACTIVITIES, WI S-r ® VEL, CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING SOIL EROSION & __..............__...._........._. SOLID YELLOW LINE CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR - - - CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. EDGE-OF PAVEMENT---GRASS MEDIAN R-d 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY (EXISTING DISTURBED SEDIMENT CONTROL PLAN AREA WILL NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE) CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT R®xA D 48) BUSINESS DAY AND COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE THE CURRENT SOIL DATE: 01/27/2025 DISTURBANCE ACTIVITY CEASED. SCALE: 1" = 30' PROJECT NUMBER: 24216 • DRAWING BY: JR CHECKED BY: DP APPROVED BY: MP ALTERATION OR ADDITION TO THIS AREADATA SEAL& SIGNATURE: DOCUMENT EXCEPT BYA LICENSED ` NE PROFESSIONAL ENGINEER IS A Know what's below. �+ E }. VIOLATION OF SECTION 72%, PROPERTY AREA................................ 111,848 SF(2.57 Acres) !© Q SUB-DIVISION 2,OF THE NEW YORK Call before you dig. ,``V Q�G FIL07r* 'Q,�, STATE EDUCATION LAW TOTAL DISTURBED AREA.................. 98,272 SF(2.26 Acres) ,`�Z Q 1-800-272-4480 DRAWING No: EXISTING IMPERVIOUS AREA 0 SF 0.00 Acres � GRAPHIC SCALE PERVIOUS AREA 111,848 SF(2.57 Acres) s.. , W ~ NOT I,t - -ALED 30 0 15 30 6C 120 PROPOSED IMPERVIOUS AREA 63,887 SF(1.47 Acres) PERVIOUS AREA 47,961 SF(1.10 Acres) OA 0815 O C-8 RVE y�'O ( IN FEET ) 1 inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL. ENGINEER 1081558 8 OF 10 Y.\Key Civil\Protects\2024\24216-Ron Kuoppala_705 County Road 48-.Mattituck\Drawings\Key Civil\24216 2025.01.27_SPP-0.dwg 00 TREE PROTECTION ZONEORIPLINE } INSTALL PAD LOCK ' (SEE NOTE 2) .` ►SITE 4'TALL FLUORESCENT ORANGE DISPLAY"SWPPP",THE NPDES HIGH-DENSITY CONSTRUCTION PERMIT ID#,AND CONTACT FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION INFORMATION(SEE NOTE 3) "COUNTRY"SIZE MAILBOX OR ZONE TO REMAIN UNDISTURBED OTHER CONTAINER ABLE HOLD A MINIMUM OF ONE 3"THREE E RING 6'LONG WOOD OR STEEL DURING CONSTRUCTION • BINDER IN GOOD CONDITION. FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' ,;,• -,;; tom ?'':r V'`" z' '' :' CONSTRUCTION PERMIT PAPERWORK STORAGE NOTES: ON CENTER MAXIMUM. ;>y,,,, .;y<'-yj y; ;;<:, ,?x :•', .`: ';- 1. CONTRACTOR MUST MAINTAIN THE SWPPP BINDER IN A SECURE LOCATION,SUCH AS A JOB TRAILER,ON-SITE ° CONSTRUCTION OFFICE,OR MAILBOX WITH LOCK. THE SECURE LOCATION MUST BE ACCESSIBLE DURING48 AREA OF SITE R; ;% '-'=- J• :- '' AREA OF SITE xY- % " NORMAL BUSINESS HOURS TO AN INDIVIDUAL PERFORMING COMPLIANCE INSPECTION. �+'� " , '.< ' > '.-=:> F; :`'` ';' CONSTRUCTION .1 I13 , CONSTRUCTION <%� ��rY x 2. PROVIDE A DIGIT OR CHARACTER PAD LOCK(MINIMUM FOUR DIGITS OR CHARACTERS)AND PROVIDE r"SBMP IMPLEMENTATION AND MAINTENANCE SEQUENCE 2' COMBINATION TO TRAINED CONTRACTOR AND QUALIFIED INSPECTOR. A KEY SHALL NOT BE REQUIRED. 3. CONTACT INFORMATION SHALL INCLUDE THE NAME AND PHONE NUMBER OF EACH OF THE TRAINED SOIL RESTORATION REQUIREMENTS DURING CONSTRUCTION ACTIVITY SEQUENCE DESCRIPTION BMP ACTIVITIES MAINTENANCE FREQUENCY CONTRACTOR,QUALIFIED INSPECTOR,AND OWNER I OPERATOR. 4. PAPERWORK SHALL NOT BE TAKEN OFF SITE(SUCH AS STORED IN A WORK VEHICLE). PRE-CONSTRUCTION INSTALL INLET PROTECTION ON EXISTING INLETS TREE PROTECTION FENCE NOTES: TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTSIEXAMPLES 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF CONSTRUCTION PERMIT PAPERWORK INCLUDES: ` A. SWPPP(STORMWATER POLLUTION PREVENTION PLAN). NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES INSTALL PERIMETER SEDIMENT CONTROL I SILT FENCE DISTURBANCE. 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT B. N01(NOTICE OF INTENT)ACKNOWLEDGEMENT LETTER FROM DEC. C. N01 SIGNED BY OWNER AND SWPPP PREPARER. MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING INSTALL STABILIZED CONSTRUCTION ACCESS WEEKLY OR AS REQUIRED COMPACTION OF TREE ROOTS. D. MS4 SWPPP ACCEPTANCE FORM. HYDROLOGIC SOIL HYDROLOGIC SOIL INSTALL WORK TRAILER OR MAILBOX FOR CONSTRUCTION E. NYS GENERAL PERMIT No.GP-0-20 001. GROUP A&B GROUP C&D � ; TREE PROTECTION FENCE F. SITE LOG BOOK INCLUDING CERTIfICAT10NS,SITE INSPECTION REPORTS,AND SWPPP UPDATES. AREAS WHERE TOPSOIL IS STRIPPED ONLY PROTECT AREA FROM ANY ONGOING PERMIT PAPERWORK STORAGE w Map data©2024 Terms Report a trap er r N.T.S. NO CHANGE IN GRADE APPLY 6 INCHES OF AERATE`AND APPLY CONSTRUCTION ACTIVITIES. IDENTIFY THE SOIL STOCKPILE STORAGE AND TOPSOIL 6 INCHES OF TOPSOIL CONSTRUCTION STAGING AREAS VICINITY MAP CONSTRUCTION PERMIT PAPERWORK STORAGE HYDROLOGIC SOIL HYDROLOGIC SOIL N.T.S. GROUP A&B GROUP C&D EARTHWORK APPLY DUST CONTROL N.T.S. AREAS OF CUT OR FILL AERATE'AND APPLY APPLY FULL SOIL 6 INCHES OF TOPSOIL RESTORATION" INSTALL TEMPORARY RUN-OFF AND DRAINAGE CONTROL DAILY PROJECT DATA HEAVY TRAFFIC AREAS ON SITE(ESPECIALLY IN APPLY FULL SOIL RESTORATION SWEEP THE SOIL ON ROADWAYS TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 A ZOI,'E 5-25 FEET AROUND BUILDINGS BUT NOT (DECOMPACTION AND COMPOST WITHIN A 5 FOOT PERIMETERAROUND ENHANCEMENT) - BUILDING CONSTRUCTION MATERIAL STOCKPILE PERIMETER CONTROL& SITE AREA.................................. 111,848 SF(2.57 Acres) FOUNDATION WALLS) STABILIZATION AS REQUIRED ZONING....................................... LB LIMITED BUSINESS SILT FENCE NOTES KEEP CONSTRUCTION EQUIPMENT FROM RUN-OFF AND DRAINAGE INSTALL NEW DRAINAGE SYSTEM 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. AREAS WHERE RUNOFF REDUCTION AND/OR RESTORATION NOT REQUIRED,BUT MAY BE CROSSING THESE AREAS.TO PROTECT NEWLY CONTROL WEEKLY OR AS REQUIRED 'CURRENT USE........................... VACANT 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. DEFINITION APPLIED TO ENHANCE THE REDUCTION INSTALLED BMP FROM ANY ONGOING 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIVITIES. INFILTRATION PRACTICES ARE APPLIED SPECIFIED FOR APPROPRIATE PRACTICES CONSTRUCTION ACTIVITIES.CONSTRUCT A INSTALL INLET PROTECTION FOR NEW SYSTEM PROPOSED USE......................... CONTRACTOR'S BUSINESS & FENCE AROUND BMP. GRADING,DRAINAGE, GRADE SITE AREAS GOVERNING AGENCY. PROPOSED FOOTPRINT........... 22,006 SF 4. IN PURPOSE TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE,HEALTH HAZARDS,AND UTILITY INSTALLATION AND NOT PLACE MATERIAL AGAINST SILT FENCE. SOIL RESTORATION IS REQUIRED ON ... 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. REDE'JELCPMENT PROJECTS REDEVELOPMENT PROJECTS IN AREAS WHERE - STABILIZATION STABILIZE EXPOSED AREAS AS REQUIRED LANDSCAPE/NATURAL AREA 47,961 SF 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. TRAFFIC SAFETY PROBLEMS. EXISTING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS AREA. INSTALL EROSION CONTROL MEASURES PAVEMENT/CONCRETE AREA... 41,881 SF CONDITIONS WHERE PRACTICE APPLIES FINALIZE GRADING REMOVE TEMPORARY ESC MEASURES MONTHLY OR AS REQUIRED UPSTREAM I AREA OF DOWNSTREAM I EXISTING ON CONSTRUCTION ROADS,ACCESS POINTS,AND OTHER DISTURBED AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-SITE *AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL,A DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED. ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL,OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER, POST CONSTRUCTION DISTURBANCE�UNDISTURBED GROUND **PER`DEEP RIPPING AND DE-COMPACTION,DEC 2008". STORMWATER MANAGEMENT CLEAN ALL DRAINAGE STRUCTURES AND PIPE THAT MAY ANNUALLY OR AS REQUIRED DESIGN CRITERIA AND INTERCONNECTING PIPE HAVE RECEIVED RUNOFF WOOD OR METAL FENCE POSTS SPACED CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ONE TIME.BUFFER AREAS OF VEGETATION SHOULD SOIL RESTORATION NOTES: O.C.MAXIMUM (METAL FENCE INSPECTION REQUIRED APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE BE LEFT WHERE PRACTICAL. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN;SEE 1. SCIL RESTORATION IS TO BEAPPLIED TO PROPOSED VEGETATED AREAS WHERE ANY HEAVY CONSTRUCTION VEHICLE HAS N.Y.S.SPECIFICATIONS(T-0"WIDE) INSTALLED IN ASPHALT PAVEMENT) CONSTRUCTION SPECIFICATIONS BELOW FOR COMMON METHODS OF DUST CONTROL. BEEN OR OVER COMPACTION HAS OCCURRED AND FINAL STABILIZATION IS TO BEGIN. THIS IS GENERALLY APPLIED IN THE PRE-CONSTRUCTION CLEANUP, SITE RESTORATION, AND LANDSCAPING PHASE OF CONSTRUCTION FOLLOWED BY THE PERMANENT FEB 19 2025 TRAINED CONTRACTOR:DAILY INSPECT SEDIMENT BASINS PERIMETER SEDIMENT FLOW z ROTATE POSTS TOGETHER WATER QUALITY SHOULD BE CONSIDERED WHEN MATERIALS ARE SELECTED FOR DUST CONTROL. WHERE THEIR IS A POTENTIAL FOR THE MATERIAL TO ESTABLISHMENT OF AN APPROPRIATE GROUND COVER TO MAINTAIN THE SOIL STRUCTURE. SOIL RESTORATION UPDATE SWPPP AS �. WASH OFF TO A STREAM,INGREDIENT INFORMATION MUST BE PROVIDED TO THE NYSDEC. NO POLYMER APPLICATION SHALL TAKE PLACE WITHOUT WRITTEN MEASURES SHOULD BE APPLIED OVER AND ADJACENT TO ANY RUNOFF REDUCTION PRACTICES TO ACHIEVE DESIGN CONTROLS,STABILIZED CONSTRUCTION ACCESS,INLET SLANNIN D TOWN BEFORE INSTALLATION QUALIFIED INSPECTOR:tANK PROTECTION,AND OTHER BMPS REQUIRED PLANNING BOARD COMPACTED SOIL N / APPROVAL FROM THE NYSDEC. PERFORMANCE. �-�- -�--.. SECOND POST FINAL STABILIZATION CONSTRUCTION SPECIFICATIONS 2. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 318"METAL BAR 12 INCHES INTO THE SOIL JUST SILT FENCE A NON-DRIVING AREAS: WITH BODY WEIGHT.THIS SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY NOTES: `D VEGETATIVE COVER-TEMPORARY SEEDING SHALL BE AS FOLLOWS: INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. 1. BMP ACTIVITIES IDENTIFIED FOR EACH PHASE DESCRIPTION SHALL BE IMPLEMENTED AT THE START OF EACH SEQUENCE llir� 1 71-11 A)RYE GRASS(ANNUAL OR PERENNIAL)AT 30 LBS.PER ACRE(0.7LBS/1000SF) AND BE MAINTAINED UNTIL PERMANENT STABILIZATION IS ACHIEVED. 6" B)CERTIFIED'AROOSTOOK'WINTER RYE(CEREAL RYE)AT 100 LBS.PER ACRE(2.5 LBSISF) 3. TC MAINTAIN SOIL RESTORATION,KEEP THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. 2. IMPLEMENTATION OF BMP ACTIVITIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS REGARDING DIG T WIDE AND 6"DEEP b FIRST SILT I USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER. OTHER CONSTRUCTION ACTIVITIES AND TIME FRAMES. TRENCH,BURY BOTTOM N FENCE MULCH(INCLUDING GRAVEL MULCH)-MULCH OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. SOIL RESTORATION PROCEDURE: V-0"OF FILTER FABRIC, SPRAY ADHESIVES-EXAMPLES OF SPRAY ADHESIVES FOR USE ON MINERAL SOILS ARE SHOWN IN THE DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO TAMP IN PLACE PST(TYP.) STAPLE(TYP.) FOLLOWING TABLE: ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: SECTION JOINING FENCE SECTIONS MATERIAL WATER DILUTION NOZZLE TYPE APPLY GALLONS/ACRE 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. THE COMPOST SHALL BE WELL DECOMPOSED (MATURED AT LEAST 3 ACRYLIC POLYMER 8:1 COURSE SPRAY 500 MONTHS),WEED-FREE,ORGANIC MATTER.IT SHALL BE AEROBICALLY COMPOSTED,POSSESS NO OBJECTIONABLE ODORS, WOODOR LATEXEMULSION 12.5:1 FINE SPRAY 235 AND CONTAIN LESS THAN 1%, BY DRY WEIGHT, OF MAN-MADE FOREIGN MATTER. THE PHYSICAL PARAMETERS OF THE 8'O.C. SILT FENCETILTER METAL FENCE POST RESIN IN WATER 4:1 FINE SPRAY 300 COMPOST SHALL MEET THE STANDARDS LISTED IN TABLE 5.2-COMPOST STANDARDS TABLE OF THE NYS STANDARDS AND (TYP-) FABRIC SPECIFICATIONSFOR EROSION AND SEDIMENT CONTROL,EXCEPT FOR"PARTICLE SIZE"100%WILL PASS THE 1/2"SIEVE. B DRIVING AREAS: 1.1. NOTE:ALL BIOSOLIDS COMPOST PRODUCED IN NEW YORK STATE(OR APPROVED FOR IMPORTATION)MUST MEET NYS SPRINKLING-THE SITE MAY BE SPRAYED UNTIL THE SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS AND ACCESS ROUTES TO DEC'S 6 NYCRR PART 360(SOLID WASTE MANAGEMENT FACILITIES) REQUIREMENTS.THE PART 360 REQUIREMENTS PROVIDE SHORT TERM LIMITED DUST CONTROL. ARE EQUAL TO OR MORE STRINGENT THAN 40 CFR PART 503 WHICH ENSURE SAFE STANDARDS FOR PATHOGEN POLYMER ADDITIVES-POLYMERS ARE MIXED WITH WATER AND APPLIED TO THE DRIVING SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S REDUCTION AND HEAVY METALS CONTENT. RECOMMENDATION. DIRECTION OF BARRIERS-WOVEN GEO-TEXTILES CAN BE PLACED ON THE DRIVING SURFACE. STONE CAN ALSO BE USED FOR CONSTRUCTION ROADS. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER,TRACTOR MOUNTED SURFACE RUNOFF WINDBREAK-A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. PRESERVE DISC,OR TILLER,TO MIX AND CIRCULATE AIR AND COMPOST INTO THE SUBSOIL. PLAN EXISTING WIND BARRIER VEGETATION AS MUCH AS PRACTICAL. 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. STANDARD SILT FENCE NOTES: MAINTENANCE 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES. NO. DATE BY DESCRIPTION NOT EXCEED 5%. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 5. VEGETATE AS REQUIRED BY THE SEEDING PLAN.USE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN THE REVISIONS MINIMUM OF 3 TIMES. SOIL STRUCTURE. STANDARD SILT FENCE 6. TOPSOIL MAY BE MANUFACTURED AS A MIXTURE OR A MINERAL COMPONENT AND ORGANIC MATERIAL SUCH AS COMPOST. N.T.S. f... 1 �r DUST CONTROL SOIL RESTORATION / ..' N.T.S. CIVIL 564 BLUE POINT ROAD, UNIT B HOLTSVILLE, NEW YORK 11742 GEOTEXTILE, FILTER FABRIC, OR SILT FENCE FABRIC (6311 961-0506 PLACED UNDER INLET GRATE IS NOT AN ACCEPTABLE www.KeyCivilEngineering.com STORMWATER MANAGEMENT PRACTICE PROJECT NAME p 2" PROPOSE® INLET PROTECTION TYPES AND USES 1!8"P1 STEEL WIRE t t I t t t EROSION CONTROL COVER CONTRACTOR'S TYPE EXAMPLE USAGE NOTES EXISTING PAVEMENT STAPLE DETAIL STAPLES(2 PER - - \%�/ �i%\� 1 (MAX) 50'MIN. ) - 8'MIN - STOCKPILE PERIMETER \\�/ x /\/\1 1 MAX BALE,TYP. l//, / BUILDINGS B B SEDIMENT CONTROL �� 10'-0"MIN. 3' %/�i Q = STOCKPILED S1 10 MIL PLASTIC - 10 MIL PLASTIC LINING-'z - (SILT FENCE SHOWN) �� (TYP.) FABRIC PLACED THIS METHOD OF INLET PROTECTION IS NOT � /��l/ o w MATERIAL /�� 705 COUNTY ROAD 48 0 UNDER INLET NOT PERMITTED LINING BINDING _ 7E _ /i i -, x GRATE ACCEPTABLE. OUNTABLE BERM z WIRE CO /j�j � MATTITUCK, NY 11952 EXISTINGGROUNDJ FILTER CLOTH (OPTIONAL) ��, _ _ SANDBAGS TOWN OF SOUTHOLD COUNTY OF SUFFOLK MAXIMUM SIDE SLOPES OF 2:1. UNDER STONE PROFILE "o o STRAW BALE �/i '.�� I DROP INLET AFTER THE STORM DRAIN TRUNK IS MINIMUM DEPTH i FOOT. NATIVE MATERIAL OR CONCRETE - - DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 EXCAVATED DURING INITIAL OVERLOT GRADING PROTECTION INSTALLED MAXIMUM DEPTH 2 FEET. 50'MIN. (IF EXCAVATED, BLOCK(TYP.) t t t t I t t t CONTAIN 900 CF PER TRIBUTARY ACRE. 2V:1 H MAX SLOPE) WOOD OR METAL STAKES DRAWING TITLE MAX SLOPE OF 1%OF SURROUNDING AREA. z SECTION B-B (2 PER BALE) PLAN STOCKPILE NOTES: SOIL EROSION SEDIMENT FABRIC DROP DURING FINAL ELEVATION GRADING 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. EXISTING GROUND 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR it INLET PHASES AFTER THE STORM DRAIN MAINTAIN OVERFLOW TO DROP INTO THE CONCRETE AND GROUT WASTE MANAGEMENT: PROTECTION SYSTEM IS COMPLETED z 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO DROP INLET. �� z I- 12'M!N. ? W STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES is A CONTROL W w GROUND LINED CONSTRUCTED PIT. YEAR-ROUND REQUIREMENT. V 0 f T RO L DETAILS MINIMUM STONE BARRIER HEIGHT OF 1'. �, 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS,HOPPERS,VIBRATORS, STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2'. w/ w a 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. a PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. EXPOSE 6"OF FILTER CLOTH OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PON ALONG BOTH SIDES ENVIRONMENTAL DAMAGE. DING OR z MANAGEMENT FACILITIES. SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE DATE: 01/27/2025 � BYPASS FLOW. 0 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED PLAN VIEW 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. USE WITH UPSTREAM BUFFER STRIPS AND BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR SCALE: N.T.S. USED AFTER HOPPER OF THE CONCRETE PUMP TRUCK AND I OR DISCHARGING DRUM. PAVED SURFACE CONSTRUCTIOONN HAS AS BEEN DONE WHILE WITH TEMPORARY SURFACE STABILIZATION. OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. IV INLET PLACE AT INLET PERIMETER OR BEYOND. STABILIZED CONSTRUCTION ACCESS NOTES: 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 24216 FINAL GRADING AND SOIL DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET PROTECTION INTEGRATE TRAFFIC SAFETY. 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. STABILIZATION IS OCCURRING DO NOT CAUSE FLOODING OR BYPASS FLOW. 2. LENGTH -NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER WOULD APPLY). DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. DRAWING BY: JR FABRIC WILL EQUAL OR EXCEED THE 3. THICKNESS-NOT LESS THAN SIX 6 INCHES. 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT ( ) BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CONTROLS MAY NOT BE REQUIRED. CHECKED BY: DP MANUFACTURED 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. ACCORDANCE WITH R THE FENCE FABRIC. THE INSERTS WILL BE ) STRUCTURAL APPURTENANCE. 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT V INSERT INLET OCCURS.TWENTY-FOUR(24 FOOT IF SINGLE ENTRANCE TO SITE. MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE PROTECTION 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SIDE OF THE STOCKPILE. APPROVED BY: MP AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WASH AND BE SIZED BASED AS ABOVE. AREA OF THE STORM DRAIN INLET OPENING. 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1l3)OF THE BARRIER BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE: ALTERATION OR ADDITION To THIS HEIGHT 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE . SEAL SIGNATURE: DOCUMENT EXCEPT BY A LICENSED 7. MAINTENANCE • THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. PROFESSIONAL ENGINEER IS A INLET PROTECTION NOTES: FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED,DROPPED, WASHED OR TRACKED DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE r NEW y VIOLATION OF SECTION 7209, 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GP,ASS FILTER STRIP. `O O SUB-DIVISION 2,OF THE NEW YORK ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. V PtLO 9 STATE EDUCATION LAW NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER 8. WHEN WASHING IS REQUIRED.IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE SAPACITY OF THE Cj Tr •f- tr BEFORE USE. APPROVED SEDIMENT TRAPPING DEVICE. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. VESSEL AND STABILIZE THE STOCKPILE TO PREVENT SEDIMENT FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, 'ti` 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE, 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROPERLY DISPOSED OF OFF SITE. 8. fi? d DRAWING No: PLASTIC CONSISTING OF TEMPORARY SEEDING AND MULCHING, 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION I DEMOLITION LANDFILL. ON-SITE TRANSPORT USING AN EROSION CONTROL SYSTEM, k W /GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY 1 4. EROSION CONTROLITEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED PHASES. DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. ems.: NOT Pt ' ALED IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. DRAINAGE AREA TRIBUTARY TO THE INLET. 11.ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. n �' 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. " ?; my �.Z• AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. 13,EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILTY. F:?: 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN MATERIAL STOCKPILE op D815 o�Pv 0-g GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. NON-DESIGNATED AREAS. N.T.S. ROSE INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT Know Callars before you dig. N.T.S. N.T.S. N.T.S. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 9 OF 10 YAKey CivAProjectsk2024Q4216__Ron Kuoppa!a_.705 County Road 48_Mattituck0rawingsWey Civil124216--2025.01.27,_SPP-O.dwg s3 STTEC� 1/4"x 1/2"LG.PIN HD.BOLTS w f` RESERVED WITH NUTS&LOCK WASHERS COLOR 1/4"x 1/2"LG,PIN HD.BOLTS , LEGEND&BORDER GREEN(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS BACKGROUND WHITE(NON-REFLECTORIZED) PARKING 1/4"x 1/2'LG.PIN HD.BOLTS PROPOSED'RESERVED PARKING'&'VAN ACCESSIBLE'SIGN '. SYMBOL WHITE(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS NO M.U.T.C.D."NO PARKING (M.U.T.C.D.#R7-8&R7-8A)(TYP.OF 2) 30" BACKGROUND BLUE(NON-REFLECTORIZED) ANYTIME"SIGN SEE SITE PLAN FOR 4fi (M.U.T.C.D.R7.8) P PROPOSED'NO PARKING ANYTIME'SIGN ADDITIONAL INFORMATION WHITE TEXT-, .: " BLUE M.U.T.C.D.'RESERVED PARKING'SIGN � (M.U.T.C.D.#R7-1,NO ARROW) 2'-0"MIN •� h - �` � o (R7-8) 4"WIDE PAINTED z `� NOTES o STRIPE(BLUE) +;S� 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT M.U.T.C.D.'VAN ACCESSIBLE'SIGN 4"WIDE PAINTED- ifRED BACKGROUN FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. VAN (R7.8A) ° STRIPE(BLUE) 0 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT ACCESSIBLE ° o FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. 0 Q' N5 24"MIN AINTED ACCESSIBLE 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES z 0 \-GALVANIZED U CHANNEL POST 4"WIDE PAINTE ® z SYMBOL(TYP) ° MEASURED FROM GROUND SURFACE OF PARKING STALLS. O a STRIPE WHITE 0 0 INSTALLED IN 6"DIAMETER (WHITE) O 24" ° w o CONCRETE SONOTUBE. T MIN. N (MIN.) m ° > a EMBEDMENT DEPTH LU o GALVANIZED U CHANNEL POST m o NOTES: > INSTALLED IN fi"DIAMETER CONCRETE ¢ y) > .. i-- f w "r 9'-0"�-�8'0"-�---8'.0"-•_l---8'.O" o .. ... 1.CONTRACTOR TO APPLY 2 COATS OF PAINT m SONOTUBE.T MIN.EMBEDMENT DEPTH .' z m . .'...,.;.v.'� Map data 02024 Terms Report a map error 2.LOCATE AT EDGE OF PARKING SPACE ¢ oI GALVANIZED U CHANNEL POST Z } 0 ° C. INSTALLED IN 6"DIAMETER CONCRETE a PAINTED RESERVED PARKING SYMBOL o `� ° PAINTED ACCESSIBLE & SONOTUBE.TMIN.EMBEDMENTDEPTH o Y VICINITY MAP C ° o STANDARD STRIPING AREA DETAIL N.T.S. N.T.S. ° 0 N.T.S. ACCESSIBLE PARKING SIGN NO PARKING ANYTIME SIGN PROJECT DATA (M.U.T.C.D.#R7.8&R7-8A) (M.U.T.C.D.#R7.1,NO ARROW)(NYR#7.4) TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 N.T.S. N.T.S. SITE AREA.................................. 111,848 SF(2.57 Acres) STOP SIGN DETAIL ZONING_.................................... LB LIMITED BUSINESS (MUTCD#R1-1) CURRENT USE.......................... VACANT N.T.S. PROPOSED USE......................... CONTRACTOR'S BUSINESS PROPOSED FOOTPRINT........... 22,006 SF LANDSCAPE/NATURAL AREA... 47,961 SF PAVEMENT/CONCRETE AREA... 41,881 SF 1/4"RADIUS EDGE OF PAVEMENT OF FACE OF CURB EXPANSION JOINT FILLER WHEN 2 0 CURB IS ADJACENT TO SIDEWALK. FINISH GRADE 1"BELOW TOP OF WHITE PAINTED N 1/2"RADIUS 1'-0" STOP LINE o 0 (' CURB IN ALL LAWN AREAS.FLUSH f iKE0\ym1 WHERE REVEALED O.5 IN ALL SIDEWALK AREAS. ,, - .. .. .., FEB 1 2015 io PAVEMENT S _ T 9" h. CV '! I WHITE PAINT f I CONCRETE 4000 PSI AT 28 DAYS N e ' 1/4"RADIUS o ALL PAINT TO BE FAST DRYING TRAFFIC PAINT,MIN.2 COATS OF CONCRETE CURB U PAINT, MEETING THE REQUIREMENTS OF AASHTO M24B TYPE F, D o LL PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER � e � � W �8"MIN -� Q 4 W Z ON-SITE PAINTED TRAFFIC ARROW DETAIL EXISTING ASPHALT TACK COAT 1.5"THICK ASPHALTIC CONCRETE GRADE 4 w LU m N.T.S. PAVEMENT TO REMAIN NYS TYPE 6F WEARING COURSE ON-SITE CONCRETE CURB NOTES: UJI I > 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL 4 d' W < CONDITIONS SHALL BE BACKFILLED WITH 3l4"CLEAN CRUSHED STONE. 4 " d 4 < UL 2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15' WHITE PAINT W AND AT ALL STORM SEWER INLETS.JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION N 4 OADWAY CENTERLINE ;t.";;`•.,;c :;;",;5 :>';:"i_s :,i� ' JOINT FILLER,1/2"THICK.THE JOINT SHALL BE RECESSED 1/4"FROM THE TOP AND FRONT W PAVEMENT MARKING NOTES: YELLOW PAINTED STRIPING(TYP.) OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION JOINT,FLUSH 4 4 ' WITH TOP OF CURB. 4 4 1 L BE RESPONSIBLE ORAPPLYING L....._ ;)........:::... ..::: ...:::... ,...,... ,• J, d THE CONTRACTOR SHALL F ALL PAVEMENT MARKINGS AT THE SITE TO -... -. 1.. 1- }.-. I. 1 3. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. Q 4" ' LIKE KIND CONDITIONS. 4. THE TOP OF CURB (AT THE OUTSIDE OR NON-EXPOSED FACE) AND THE FLOW LINE OF _ _ I II 3.0"THICK ASPHALTIC CONCRETE CONCRETE GUTTER SHALL NOT VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE ! 2 0 1 4�-4"(TYP•) 2. ALL PAVEMENT MARKINGS, PARKING STALLS, PAINTED ISLANDS, FIRE LANE STRIPING, DIRECTIONAL 95/a STANDARD PROCTOR NYS TYPE 3 DENSE BINDER COURSE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW LINE OF THE GUTTER. 1/4"EXPANSION JOINT/ ARROWS ETC... SHALL BE INSTALLED IN THE SAME SIZES AND AT THE SAME LOCATIONS AS PER COMPACTED STABILIZED SOIL BASE NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS 5. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT.FROM A 10 FT.STRAIGHT EDGE EXISTING CONDITIONS&AS SURVEYED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 6 THICK CRUSHED STONE/RECYCLED PLACED LONGITUDINALLY ALONG THE FLOW LINE. INSTALLATION OF THE PAVEMENT MARKINGS SHALL NOT RESULT IN MORE OR LESS PARKING STALLS. CONCRETE AGGREGATE(RCA) 6. THE ELEVATION OF THE TOP OF CURB OR FLOW LINE OF GUTTER SHALL NOT VARY MORE ON-SITE CONCRETE CURB TAPER DETAIL ON-SITE STOP BAR & LEGEND NO. DATE BY DESCRIPTION NYS TYPE 45-RCA BASE COURSE THAN 0.02 FT.FROM THE TRUE ELEVATION LAID OUT IN THE FIELD BY THE ENGINEER. N.T.S. 3. THE CONTRACTOR SHALL INSPECT THE SUBSTRATE AND CONDITIONS PRIOR TO THE INSTALLATION OF N.T.S. THE PAVEMENT MARKINGS,AND NOTIFY THE ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO REVISIONS ON-SITE ASPHALT ON-SITE CONCRETE CURB DETAIL THE COMPLETION OF THE WORK. PAVEMENT SECTIONN.T. 4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN TWO (2) COATS. THE SECOND COAT SHALL BE N.T.S. INSTALLED 30-DAYS AFTER THE FIRST COAT. xy. V-0"HIGH SOLID PVC FENCE ' 10'-0" 5. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE MOST RECENT VERSION OF THE AMERICANS WITH d DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IF IT IS DETERMINED THAT THE ORIGINAL STRIPING PLAN DOES NOT MEET THESE I d A REQUIREMENTS PRIOR TO THE START OF WORK. d d`° a a. EAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ �, 6"0 BOLLARD '°° °° ^a a s EE- a ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND .•d PITCH SLAB ° ROUND GRATE SET MODEL No.:V3600-3RGREVICPH2CVUND 1%MIN TO DOORS ° 664 BLUE POINT ROAD, UNIT B OR APPROVED EQUALS d d HOLTSVILLE! NEW YORK 11742 CONCRETE CHIMNEY OR c � • BRICKADJUSTMENT b a ° . [631 961-0506 FINISHED GRADE ` ,` ° • p.• ,d " www.KeyCivi[Engineering.com x 112 LG.PIN HD.BOLTS d e ° s PROJECT NAME WITH NUTS&LOCK WASHERS • d•• d s. 5"0 LINE POST(TYP) "CONCRETE TOP TO 24" q q SUPPORT H-20 VEHICULAR 30" • d r, _ 5"0 GATE POST(TYP)' 15"0 ADS N-12 PIP LOADING,4000 PSI AT 28 DAYS ^ PROPOSED ---- WHITE TEXT-,, . $ `' �,• ^ d• • e `• < d ^ d 4"THICK CONIC.WALK SEE SITE PLAN 6-6x6 WWF SIDEWALK WIDTH JOINT FILLER ® ® ® ® ® ® d ° CONTRACTOR'S BU03111NESS 4000 PSI 28 DAY PCC PITCH TO CURB (SEE EXPANSION ® ® � ® ® ® �d. • �• , � • • • +"- JOINT DETAIL) I L I d ' ® ® ® ® ® ®' RAINAGE RINGS SHALL BE WRAPPED RED BACKGROUND-' , °d ed `d " ��/ uu WITH GEOTEXTILE FILTER FABRIC ed d . ° ^ ° `.\\\ 705 COUNTY ROAD 48 d BACKFILL UNDER,AROUND AN ® ® ® ® ® 01 ® • ° ' •,d .a •' \\/ // \\/�\/\\//\\//\\/ //\//�\/i D ;t: -s: Y 11952 TOP OF DRYWELL WITH CLEAN ^° •d'. r MATTITUCK N :,�.. ® ® ® ® ® _! ® ed ,�/�� \\, ~"':. .• =7� TOWN OF SOUTHOLD, COUNTY OF SUFFOLK GRANULAR GRAVEL AND SAND x m 0 e ° 4 • COMPACTED SUBGRADE(95%MIN COMPACTION), a \ \ \ ®a Q�l ® ® ® ,,,1 ® q .e d 6"MIN COMPACTED o \j\/\/ DISTA 000, SECT.: 113, BLOCK: 12, LOT: 13 c •. •� d •; MIN.6"OF SELECT GRANULAR FILL OR 13® ® ® ® I an d .,. e. 814"CLEAN WASHED STONE A d e• e ACCEPTABLE EXISTING MATERIAL,AOBE. OR APPROVED EQUAL �//� • . 03 ® ® ® ® 01 ® - d d. 1. "CONCRETE MAT �\ DRAWING TITLE ® ® ® ® ® ¢ w l ® a °LU (4,000 PSI AT 28 DAYS) WHITE BACKGROUND ' d d •d •°�� °• a° WITH 6"X6"WWF 112"RADIUS(TYP.) PlTCH2°/o(MAX,) ® ® ® ® ® > z I ® \ \ o `°'- 4 CONIC.SIDEWALK WITH W.W.F. 03 ® ® ® ® �1 0�1 N RED-: r , � DETAIL SHEET o / ® ® ® ® ® QI ® \ \\ •d .. 'd d•• . e • ed d• L ,^ W > / > d• / / / / / / / / / / / / o \ ® ® ® ® ® W1 ® \ a BLACK SYMBOL SECTIONB•Ba > " PLAN 6"MIN COMPACTED a ® ® ® ® ® ® u ° � SECTIONA•A 314"CLEAN WASHEDSTONE 112. CAULKING DATE: 01/27/2025 ® ® ® ® ® 114" ® r-3 ® 1„� ® ® 3'-0"MIN B BUILDING OR APPROVED EQUAL A --� SCALE: N.T.S. n. II I�l II-� ® ® ® ® ® ® A ,..., S'...° PROJECT NUMBER: \ W a 24216 ® ® ® ® ® ® > LL "0 POST 51/2"PVC TOP RAIL BILE GATE "WIDE SOLID r` "1 112"x4"PREMOULDELD EXPANSION o Z GALVANIZED U CHANNEL POST o ¢ VARIES PITCH 2%(MAX.) CONCRETE 114" DRAWING BY: JR • z r 2" LATCH PVC BOARDS JOINT GROUNDWATERt� INSTALLED IN 6' DIAMETER CONCRETE FLAT CAP SIDEWALK SONOTUBE.3'MIN.EMBEDMENT DEPTH CHECKED BY: EXPANSION JOINT DETAIL DP :_..': `.` 114" _._f-� �112" APPROVED BY: MP STREET 6'0"MIN.PENETRATION INTO A VIRGI B XPANSION JOINT EVERY 15(SEE ?';,f: �'`'''•"' '' SEAL&SIGNATURE: ALTERATION OR AoomoN To THIS STRATA OF SAND AND GRAVEL /\/\�\/\ \ \/\/\/\/\/\ ;�, � 1. DETAIL) " EXCEPT BY A LICENSED ��'�• DOCUMENT EX EP ••, � PROFESSIONAL ENGINEER IS CONTROL JOINT EVERY 9(SKIP WHEREVER EXPANSION JOINT• N E W r VIOLATION OF SECTION 7209, ON-SITE DRYWELL DETAIL 1 ' ' SEE DETAIL) 112"RADIUS TOOLED JOINT U Q SUB-DIVISION 2.OF THE NEWYORK STATE EDUCATION LAW N.T.S. PLAN CONTROL JOINT DETAIL '� G PILorT � "STOP" FINISH GRADE I ..�.. NOTE: ICI" �Q' 17 � NOTE: STOP SIGN DETAIL 4,000 PSI CONCRETE SHALL MEET THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD tr7 DRAWING No: 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING (Rt•1) 5. z 2"MIN CONCRETE SPECIFICATIONS FOR ITEM 608,0101 * w 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT "NO LEFT TURN" SIGN DETAIL AT z6 DAYs N s=M. , w 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HDPE UNLESS NOTED. r. NOT i1«t. 0 -ALED " (R4.20) f M 5112"PVC Borronl RAIL f- CONCRETE SIDEWALK DETAIL "cr2 N.T.S. L 111-6" (FOR USE ON-SITE) tS� MIN N.T.S. Ovq 0815 �QV d 1 a OFE ELEVATION PVC TRASH ENCLOSURE DETAIL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N.T.S. OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER #081558 10 OF 10 YAKey CiviAProlects024124216_Ron Kuoppala_705 County Road 48_MattituchDrawings\Key Civil 24216_2025.01.27_SPP-O.dwg CERTIFIED TO: 705 CR 48 LLC ADVANTAGE TITLE GROUP AGENCY, LLC -TITLE 24-CS-61314 200' RADIU,S MAP OF STEWART TITLE INSURANCE COMPANY DESCRIBED PROPERTY SITUATE_ FILED: OF NCl/AT JOB NO.:2002-211 MAP MATT17 UCK : TOWN OF SOUTHOLD FILED: y SUFFOLK COUNTY, NEW YORK REVISIONS: �P O S.C.T.M. DiST. 1000 SEC. f 13 BLK. 12 LOT 13 UPDATE&RECERTIFY SURVEY 12/3/21 W. ADD 5'FILL EASEMENT 12114121 4� ' 25 13 0 25 50 75 100 125 150 175 200 225 Oil I UPDATE&LOC. CLEARING& TREES 9120122 SCALE: 1"=50' DATE:APRIt 24, 2002 PREPARE 200'RADIUS MAP 10121122 UPDATE&RECERTIFY TO NEW Ga PURCHASER 11116124 Qc- JEFFREY W. HADERER L.S. _ NYS LIC. NO,:050538 AAA�A-��"'�A��Al♦A� 10000 � T'WINFGRKS LAND SURi MNG SUCCESSOR TO HANDS ONSURVEHNG,MARTIND"HAND L.S. 188 W.MONTA UK HIGH WA Y, UMT E3 HAMPTONBAYS,NEW YORK 11946 / LOT 2 (V)631-369-8312-(F)631-369-8313 MINOR SUBDNISION OF ` email:twlnforkslandsurve a ahoo.com "ADAM ASSOCIATES" COPIES OF THIS SURVEYMAP,EITHER PAPER OR ELECTRONIC,NOT BEARING ?� LOT 3 FILED ON FEBRUARY 7, 1991 00 ` THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE / SUBDIVISION OF AS MAP NO.9061 ry CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANYPURPOSE. "AD MASSOCIATES" LAND NOW OR FORMERLY OF D 0 FEBRUARY 7, 1991 / S AP N0. 9061 JAMES H.JACOBS JR. &SHARON M.JACOBS S.C.7.M. 1000-113-12-10.2 LAND NOW OR FORMERLY SINGLE FAMILY RESIDENCE ' THOMAS R. 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IM PROVED -RESTAURANT EASElENr ANDVRSUBSURFACE STRUCTUPES RECORDEGUA UNU SPH FDARENOIGUARATTNE TIw 0,,PHISICALLYEVIDENT AT THE TIME OF 9JRVEY iNE NRSEi(OR DITN,,2011 SHUNI IIERE'GYIG MESTRJC IVRES TOTNE PROPERTYONES ARE EDR ASPEGFIC PCVtM1SE AND USE AND T HFRF FOR, ARE NOT INTENDED TO GUIDE THE ERECT101I OF FENCES,FETawING WALLS,POIXS PAI,C6 PLANTING AREAS,ADDIF66 TO ADILDINGS AND ANY OTHER CCWSTRUCTION UNAUTNCROED ALTERATIONORADDITAIN TO PRS SURVEY fS AVIGLATIONO` SEC T"T R9 OF T NE NEW YORK STATE TM LAW OOPIES�TNISSURVEYNAPNOrBEARING THE LEND SURVEYORS INKED SEAL OR EMBOSSEDSEAL SHALL NOT BE OONSIDERED TO BE A VALID TITLE COPY. CERTIFK:ATIOVS INdCATED HERON SHALL RUN CIXY TOa o'.DN�&EI E�R"� LOT AREA: 111848 SQ.FT. =2.568 ACRES TITLE GGVIIPANY GOVERNMENTAL AGENCYAND T LENDING.NStITt,DONUG"°HFREOY,""° ELEVATIONS REFERENCED TO NAVD 1988 roTHEAGSGNEFSO iHF f.VDIN0INSTI. TUTI0.4CFNOFICATIDNSARF OR SMEC)U6NBLE NO SURFACE WATER EVIDENT WITHIN 300' ro ADgTAN AL INSTINT DNS Q4 SUBSE X ENT cvA+ERs 189'-10" 12' WIDE O.N. DOOR 12' WIDE O.H_ DOOR 12' WIDE O.H_ DOOR 12' WIDE O.H_ DOOR OFFICE OFFICr= OFFICE OFFICE NEI N.C. BATH N C. 15ATN HC, 5 ATH H.C. 5 ATH NC_ ,4TH RD c� TENANT #1 TENANT #2 TENANT #3 T'ENANT #q TENANT 2,202.00 SF 2,202.00 SF 2,202.00 SF 2,202.00 SF 2,202.00 SF o TYPICAL 2 HOUR RATED WALL 12' WIDE O.H_ DOOR 12' WIDE O.H_ DOOR 12' WIDE O.H_ DOOR 12' WIDE O.N_ DOOR �=F_7777 WIN f=L OOR PLAN BOTH BUILDINGS TO HAVE TENANT SPACES AND THE, USE WILL BE UNDER SPECIAL EXEMPTION B (2) CONTRACTORS BUSINESS SCALE: 1/8" = P-0" FEB 19 2025 SOUTHOLD TOWN PLANNING QOARD NUM. REVISION DATE AND NAME REISED: 02-29-2 A LA I BUILDING NOTE 025 11117� ® RONALD KUOPPALA ® A R C H I T E C T P L L C ELEVATION MATERIAL,.M ATERIAL: '�IAT F 63 Village Line Road Babylon,NY 11702 SIDING: METAL SIDING ;•„ �� .�� " Tel 516-797-8317 Fax 516-586-6489 °°`�"'` COLOR-- WHITE U a a ROOFING: METAL ROOFING H Nam' r�E-EAE STEEL EUII,DING COLOR. WHITE w F' 705 County Road 48 Mattituck,NY x U Q Drawing Title: o., a. FLOOR PLAN Q 11 AND ELEVATIONS z 0 P4 Date: 18 NOVEMBER 2024 IC=f4 T SIDE E L E VA T 101 N L ��T 5 1 D E ELEVATION cov Scale: AS NOTED SCALE: 1/6" = 1'-0" 4 x SCALE= i/8 = 1 -0 Drawing No. CAl U 0 A»; BOARD MEMBERS ,tf�'arQf SO Leslie Kanes Weisman, Chairperson (/j`� Southold Town Hall ' p�� y�l 53095 Main Road • P.O.Box 1179 � � O Patricia Acampora Jl Southold,NY 11971-0959 Robert Lehnert, Jr. G Q Officc Location: �r Town Annex/First Floor Nicholas PlanamentoO Margaret Steinbugler Q Quito��M�,. 54375 Main Road (at Youngs Avenue) Southold,NY 11971 http://Southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 51 N 1. MT C C MEMO G3 g[EOWMD FEB 2 1 2025 TO: Planning Board SOUTHOLD TOWN PLANNING BOARD FROM: Leslie K. Weisman, ZBA Chairperson DATE: February 21, 2025 SUBJECT: Request for Comments ZBA# 8009SE — 705 CR 48 LLCAJIster Farms The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, current map on file. Your review and comments are requested at this time. **SEQRA review by the Planning Department may also be necessary. Full EAF provided by applicant (attached). ** The file is available for review of additional documentation at your convenience for reference if needed. APPLICANT 705 CR 48 LLC/Ulster Farms TAX#ZONE DIST 1000-113.-12-13 ZBA# 8009SE HEARING DATE TBD CODE SECTION Art XXIII Sec 280-127, Art IX, Sec 280-41 B(2) DATE OF STAMPED SURVEY/SITE PLAN January 27, 2025 PREPARER OF SURVEY/SITE PLAN KEY Civil Engineering Thank you. Encls. BOARD MEMBERS ��OF so yo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. N Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler IyCOU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS February 20, 2025 TOWN OF SOUTHOLD Tel. (631)765-1809 Ronald Kuoppala,Architect 63 Village Line Road Babylon, NY 11702 RE: Special Exception—Proposed Contractor Business Buildings Ulster Farms, LLC/705 Main Road LLC Paul Pawloski, 705 County Road 48, Mattituck SCTM No. 1000-113-12-13 Dear Mr. Kuoppala; We are in receipt of your Special Exception application, submitted on February 19, 2025, requesting a permit to construct two Contractor Business Buildings upon the above referenced premises. In accordance with Part 617 pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. (New York State Department of Conservation), the application will require a review by the Southold Town Planning Board,which may include a coordinated review, in order to classify the SEQR action and make a determination of significance; i.e. whether or not the proposed action will have a significant adverse impact on the environment. Please see https://dec.ny. ov/regulatory/permits-licenses/segr for further information. Please contact the Planning Department at 631-765-1938 to review your application with them and submit any additional information they may require so that they can commence a SEQRA review. Once the proposed action has been classified and a determination of significance has been completed, the Zoning Board of Appeals can then schedule a public hearing date for your special exception application. Please let us know if you require any additional information. Sincerely, —4e �- ��IE Kim E. Fuentes Board Assistant cc: Planning Department TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 14, 2025 TO: Ronald Kuoppala(Ulster Farms LLC/705 Main Rd LLC) 63 Village Line Road Babylon,NY 11702 Please take notice that your application dated November 18, 2024: For permit to: construct (2) buildings Ior contractor businesses at: Location of property: 705 CR 48. iVlattituck NY County Tax Map No. 1000— Section 113 Block 12 Lot 13 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127,the proposed-use requires site Wan a roval from the Southold Towp Planning Board. Additionally, the proposed construction requires special exceution anoroval pursuant Article IX. Section 280-41 B (2). You may now apply to these agencies directly. � f Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board Town of Southold Zoning Board Of Appeals PO Box 1179 Southold,NY 11971 Re:New Steel Buildings 705 County Road 48 Mattituck,NY February 14, 2025 To Whom It May Concern: We are proposing (2) -new prefabricated steel buildings that are 11,002.6 SF each. They will be divided into 10 contractors' business spaces. The project meets all bulk zoning requirements and environmental requirements. There are no wetlands withing 300'-0" of the property. The project is consistent to the uses of the neighboring properties. We are seeking a special exemption variance for the use. Very Truly Yours, Ronald Kuoppala, RA RONALD KUOPPALA ARCHITECT PLLC 63 Village Line Road Babylon,NY 11702 Email: rka@rkarchitecture.com Phone:516-848-0932 ZONING BOARD OF APPEALS G3L�C��OdCS® TOWN OF SOUTHOLD, NEW YORK FEB 2 1 2025 Phone(631) 765-1809 SOUTHOLD TOWN APPLICATION FOR GENERAL SPECIAL EXCEPTION PLANNING BOARD Applicant(s)/Owner(s): Paul Pawloski Parcel Location: House No. 705 Street County Road 48 Hamlet: Mattituck Contact phone numbers: 631-445-4348 __Email: paulmpawlowski@gmail.com SCTM No. 1000 Section 113 Block 12 Lot(s) 13 Lot Size 2.57 acres Zone District LB hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE, ARTICLE IX , SECTION 280-41, SUBSECTION B (2) Please indicate Special Exception criteria/requirements are met,if any: for the following uses and purposes: Contractors Business As shown on the attached survey/site plan drawn to scale. Site Plan review [ x ] IS or [ ] IS NOT required.Name of Agent/Representative: Ronald Kuoppala Architect for(X)Owner( )Other: Address: 63 Village Line Road, Babylon NY 11702 Telephone: 516-848-0932 Email: rka@rkarchitecture.com A. Statement of Ownership and Interest: 705 Main Road LLC is(are)the owner(s)of property known and referred to as 704 County Road 48, Mattituck NY (House No., Street, Hamlet) identified on the Suffolk County Tax Maps as District 1000, Section 113_, Block 12 , Lot 13 and shown on the attached deed. The above-described property was acquired by the owner on November 20,2024. B. The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefore in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: No impact on surrounding property or to the Town of Southold C. The property which is subject of this application is zoned LB and [ ] is consistent with the use(s)described in the Certificate of Occupancy (attach copy), or [X] is not consistent with the Certificate of Occupancy being furnished herewith for the following reason(s): Property is Vacant Please indicate(check)whether premises is vacant land: [ X ] Zoning Board of Appeals-Page 2-Application—Special Exception-General General Standards please answer the following as it eertains to your project: A. The use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts BECAUSE: The project is consistent with existing neighboring properties B. The use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of pennitted or legally established uses in adjacent use districts BECAUSE: The project is consistent with existing neighboring properties C. The safety,the health,the welfare, the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location BECAUSE: The project meets all bulk zoning requirements D. The use will be in harmony with and promote the general purposes and intent of Chapter 280-142 BECAUSE The project is consistent with existing neighboring properties E. The use will be compatible with its surroundings and with the character of the neighborhood and of the community in general,particularly with regard to visibility,scale and overall appearance BECAUSE: The building are setback far enough away from the street and are properly landscaped from the neighboring properties F. All proposed structures, equipment, and material shall be readily accessible for fire and police protection BECAUSE: The new buildings are made of steel and there is a road around the property for easy access to these buildings G. The proposal shall comply with the requirements of Chapter 236, Stone-water Management BECAUSE: All the storm water will be stored on the property with drywells By signing this document,the PROPERTY OWNER understands that pursuant to Section 280-141D [including 280-1411)(1),D(2),D(3)] of the Code of the Town of Southold,a violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter. The Zoning Board of Appeals shall retain jurisdiction and shall have the right,after a public hearing,to modify,suspend or revolve such approval or any term or condition thereof or to impose thereon one or more new conditions, all on the grounds listed in Chapter 280-141D [including 280-1411)(1),D(2), D(3)] of the Code of the Town of Southold. FURTHERMORE,IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE TOWN CODE REQUIRED TIME FRAME. SEE CHAPTER 280-141C. Z_ Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) COUNTY OF SUFFOLK) Ronald Kuoppala ss.: PRINT NAME ii COUNTY R STATE OF NEW YORK) 1n�,�, , c' ,, Sworn to before me this ?` r day of Fd�-v=an 20-If (N ary Public Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION Please complete sections below that apply APPLICANT: Paul Pawloski SCTM No. 1000-113-12-13 1.For Demolition of Existing Building Areas Please describe areas being removed: Vacant II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: (2)New Steel buildings @ 11,0002.6sf each- Total=22,005.20sf Dimensions of new second floor: Dimensions of floor above second level: Height(from existing natural grade): 18'-0" Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Vacant Lot Number of Floors and Changes WITH Alterations: (1) IV. Calculations of building areas and lot coverage,GFA,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property:None Proposed increase of building coverage: 19.67% Square footage of your lot:111,848.00 SF Percentage of coverage of your lot by building area(lot coverage) Gross Floor Area GFA of a residential dwelling on a residential lot, including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): For Residential dwellings on Residential lots, is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): V. Purpose of New Construction: (10)-New tenant space's for Contractor's Businesse's VI.Please describe the land contours (flat,slope %, heavily wooded, marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: Gentle slope and wooded vacant lot Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised:03/2024 QUESTIONNAIRE SPECIAL EXCEPTION FOR FILING WITH YOUR ZBA APPLICATION a) Has a determination been made regarding Site Plan review? Yes_X_No If no, please inquiry with the ZBA office. if site plan is required,you may apply to the Planning Dept, at the same time so both applications can be reviewed concurrently. b) Are there any proposals to change or alter land contours? a. No _X_Yes,please explain on attached sheet. c) Are there areas that contain sand or wetland grasses?No d) Are those areas shown on the survey submitted with this application?No e) Is the property bulk headed between the wetlands area and the upland building area?No f) If your property contains wetlands or pond areas,have you contacted the Office of the Town Board of Trustees for its determination of jurisdiction?No Please confirm status of your inquiry or application with the Trustees:N/A and if issued, please attach copies of permit with conditions and approved survey. g) Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?N/A h) Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?N/A _Please show area of the structures on a diagram if any exist or state none on the above line. i) Do you have any construction taking place at this time concerning your premises?No If yes,please submit a COPY of%our building permit and survey as approved by the Building Department and please describe: j) Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to obtain copies of them. k) Do you or any co-owner also own other land adjoining or close to this parcel?No_. If yes,please label the proximity of your lands on your survey. 1) Please list present use or operations conducted at this parcelacant Lot) and the proposed use Proposed(2)- new pre-fab steel buildings . (ex: existing single family, proposed: same with garage,pool or other or vacant proposed office with apartments above, etc.) 2 k 'k I Authorized signature and Date Ronald Kuoppala Architect Print Name and Title(Owner,Representative) Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to lake whatever action is necessary to avoid same. Your Name: Pawloski,Paul Last.First,middle initial unless you are applying in the name gfsonteone else or•other entity,such as a contpanv.Ifso, indicate the other persons or cornpanYt name. Nature of Application:(Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activit}') 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"metros a business,including a partnership.in which the town officer or employee has even a partial ownership of(or emplovment by)a corporation in which the towtt 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 the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)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 uoncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant:or D.the actual applicant Description of Relationship: Submitted this day of 1 01 ?p Z J Signature "I - Print Name:Paul Pawloski Disclosure Fortn APPLICANT'S AFFIDAVIT APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The Purpose of this form is to rovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Kuoppala,Ronald (Last name,first name,middle 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.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning 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 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) A)the owner of greater that 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) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this jr day of r ,20 Z J Signature Print Name: Ronald Kuoppala Architect Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) 1, Paul Pawloski residing at 100 Park Ave, Mattituck, NY 11952 (Print Property owner's name) (Mailing Address) do hereby authorize Ronald Kuoppala Architect (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. OW17el''S Signature) nj KATHLEEN CAGGIANO Notary Public,State of Now York No.01 CA6239290 Paul Pawloski Qussion in ices A County Commission Expires Apnl 18, t!:Z 7 (Print Owner's Name) - ' AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit,site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Roanld Kuoppala Architect 2. Address of Applicant: 63 Village Line Road,Babylon,NY 11702 3. Name of Land Owner(if other than Applicant): 705 Main Road LLC 4. Address of Land Owner: PO Box 1086,Westhampton Beach,NY 11978 5. Description of Proposed Project:(2)-new Pre-Fab Steel buildings with(10)-tenant spaces 6. Location of Property: (Road and Tax map number): 705 CR 48,Mattituck-SCTM-1000-113-12-13 7. Is the parcel within 500 feet of a farm operation? { } Yes { X} No 8. is this parcel actively farmed? { } Yes (X)No ' 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff. It is the Applicant's responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937) NAME and ADDRESS I. 2. 3. 4. 5. - 6. 7. (PleV.e use the back of this page if there are additional property owners) Signature of Applicant Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant. Full Environmental Assessment Form Part 1 -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part I 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;indicate whether missing infonnation does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessaiy to update or fiilly develop that information. Applicants/sponsors must complete all items in Sections A&B. in Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". if the answer to the initial question is"Yes",complete the sub-questions that follow. if the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part 1 is accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: Proposed Contractor's Business Buildings Project Location(describe,and attach a general location map): 705 County Road 48,Mattituck,NY 11952,Town of Southhold,County of Suffolk Brief Description of Proposed Action(include purpose or need): Proposed construction of(2)1-story building contractor's business.Proposed site improvements including grading,drainage,sanitary,lighting and landscape Name of Applicant/Sponsor: Telephone:516-848-0932 Ronald Kuoppala Architect E-Mail: RKA@rkarchitecture Address:63 Village Line Road City/PO:Babylon State:NY Zip Code:11702 Project Contact(if not same as sponsor;give name and title/role): Telephone: E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: 516-848-0932 705 Main Road LLC E-Mail: RKA@rkarchitecture Address: PO Box 1086 City/PO: Westhampton State: NY Zip Code:11978 Page 1 of 13 B.Government Approvals B.Government Approvals, Funding,or Sponsorship. ("Funding"includes grants, loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: identify Agency and Approval(s) Application Date Required (Actual or projected) a. City Counsel, Town Board, ❑YesmNo or Village Board of Trustees b. City,Town or Village mYes❑No Planning Board Planning Board or Commission c.City,Town or [ Yes ❑❑No Town of Southold Zoning Board Of appeals Village Zoning Board of Appeals d.Other local agencies mYes❑No Suffolk County water Authority e. County agencies mYes❑No Suffolk county Department of Health Services & Suffolk County DPW f. Regional agencies ❑YesmNo g. State agencies mYes❑No NYSDEC SWPPP Permit h. Federal agencies ❑YesmNo i. Coastal Resources. i. is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? mYes❑No ii. is the project site located in a community with an approved Local Waterfront Revitalization Program? m Yes❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑YesmNo C. Planning and Zoning C.I. Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan, local law,ordinance,rule or regulation be the ❑YesmNo only approval(s)which must be granted to enable the proposed action to proceed? • If Yes, complete sections C, F and G. • If No,proceed to question C 2 and complete all remaining sections and questions in Part i C.2.Adopted land use plans. a. Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s) include the site ❑YesmNo where the proposed action would be located? if Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes❑No would be located'? b. is the site of the proposed action within any local or regional special planning district(for example: Greenway; ®Yes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes, identify the plan(s): NYS Heritage Areas:Ll North Shore Heritage Area c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑YesmNo or an adopted municipal farmland protection plan? If Yes, identify the plan(s): Pave 2 of 13 C.3. Zoning a. is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? LB Limited Business b. Is the use permitted or allowed by a special or conditional use pen-nit? ®Yes❑No c. Is a zoning change requested as part of the proposed action? ❑YesONo If Yes, i. What is the proposed new zoning for the site? C.4. Existing community services. a. In what school district is the project site located? Mattituck-Cutchogue UFSD b. What police or other public protection forces serve the project site? Southhold Town c. Which fire protection and emergency medical services serve the project site? Mattituck FD d. What parks serve the project site? Mill Road Preserve Laurel Lake Preserve&Park D. Project Details D.I. Proposed and Potential Development a. What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed, include all components)? Commercial b. a. Total acreage of the site of the proposed action? 2.57 acres b.Total acreage to be physically disturbed? 1.92 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2.57 acres c. Is the proposed action an expansion of an existing project or use? ❑Yes®No i. if Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g., acres,miles,housing units, square feet)? % Units: d. Is the proposed action a subdivision,or does it include a subdivision? ❑1'es®No If Yes, i. Purpose or type of subdivision?(e.g.,residential, industrial,commercial; if mixed,specify types) ii. Is a cluster/conservation layout proposed? ❑Yes❑No iii. Number of lots proposed? N. Minimum and maximum proposed lot sizes? Minimum Maximum e. Will the proposed action be constructed in multiple phases? ❑Yes®No i. if No,anticipated period of construction: 10 months il. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase I (including demolition) month year • Anticipated completion date of final phase month __year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 f. Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family four or more Initial Phase _ At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of strictures 2 ii. Dimensions(in feet)of largest proposed structure: 18' height; 58'width; and 189.7'length iii. Approximate extent of building space to be heated or cooled: 22,006 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑Ground water❑Surface water streams ❑Other specify: iii. if other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume:.— million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a. Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑Yes®No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use, manage or dispose of them. iv. WiII there be onsite dewatering or processing of excavated materials? ❑Yes❑No If yes,describe. - v. What is the total area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? _ acres vii. What would be the maximum depth of excavation or dredging? _- - _ feet viii. Will the excavation require blasting? ❑Yes❑No i.y. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑YesV]No into any existing wetland,waterbody,shoreline,beach or adjacent area? I f Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number, wetland map number or geographic description): — - Page 4 of U ii. Describe how the proposed action would affect that waterbody or wetland,e.g. excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes[E No If Yes,describe: iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes[✓7No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g. beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): -- v. Describe any proposed reclamation/mitigation following disturbance: _ - c. Will the proposed action use,or create a new demand for water? mYes❑No If Yes: i. Total anticipated water usage/demand per day: Sgn gallons/day ii. Will the proposed action obtain water from an existing public water supply? mYes❑No If Yes: • Name of district or service area: Suffolk count'water district • Does the existing public water supply have capacity to serve the proposal? m Yes[]No • is the project site in the existing district? mYes❑No • is expansion of the district needed? ❑YesmNo • Do existing lines serve the project site? m Yes❑No W. Will line extension within an existing district be necessary to supply the project? ❑YesmNo If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑YesmNo If,Yes: • Applicant/sponsor for new district: _ - • Date application submitted or anticipated: - • Proposed source(s)of supply for new district: V. If a public water supply will not be used,describe plans to provide water supply for the project: vi. If water supply will be from wells(public or private),what is the maximum pumping capacity: _gallons/minute. d. Will the proposed action generate liquid wastes? ❑YesmNo I f Yes: i. Total anticipated liquid waste generation per day: gallons/day H. Nature of liquid wastes to be generated (e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes No If Yes: • Name of wastewater treatment plant to be used: - • Name of district: - • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • is the project site in the existing district? ❑Yes❑No • is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes[jTNu • Will a line extension within an existing district be necessary to serve the project? ❑Yes[d'No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑YesET,4o If Yes: • Applicant/sponsor for new district: _- • Date application submitted or anticipated: - What is the receiving water for the wastewater discharge? V. [;public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): vi. Describe any plans or designs to capture,recycle or reuse liquid waste: - e. Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or 1.47 acres(impervious surface) Square feet or 2.57 acres(parcel size) ii. Describe types of new point sources. Landscape,curbs,buildings,pavement&concrete iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? On-site sto►nwater structures including drywells • if to surface waters, identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑Yeso No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes, identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g. Will any air emission sources named in D2.f(above),require aNY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. in addition to emissions as calculated in the application,the project will generate: • Tonslyear(short tons)of Carbon Dioxide(CO2) Tons/year(short tons)of Nitrous Oxide(N,O) • Tonslyear(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air-Pollutants(HAPs) Page 6 of 13 h. Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes®No landfills,composting facilities)? If Yes: L'Estimate methane generation in tons/year(metric): — ii. Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i. Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes®No quarry or landfill operations? If Yes: Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial Yes®No new demand for transportation facilities or services? if Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑ Evening []Weekend ❑ Randomly between hours of to ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? ❑YesONo v. if the proposes{action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within'/mile of the proposed site? E:]YesMNo vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑YesONo or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yesg]No pedestrian or bicycle routes? k. Will the proposed action(for commercial or industrial projects only)generate new or additional demand ®Yes❑No for energy? If Yes: L Estimate annual electricity demand during operation of the proposed action: _-- 220 mwh/year ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable, via grid/local utility,or other): Local Utility iii. Will the proposed action require a new,or an upgrade,to an existing substation? []YCs®No I. Flours of operation. Answer al I items which apply. i. During Construction: ii. During Operations: • Monday- Friday: 8 am to 5 pm • Monday- Friday:_ 7 am to 6 pm _ • Saturday: __8 am to 5 pm __ • Saturday: — 7 am to 6 pm • Sunday: _ — N/A -_--- Sunday: __ None • Holidays: N/A a Holidays: None Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes®No operation,or both? If yes: i_ ,Provide details including sources,time of day and duration: ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes No Describe: n. Will the proposed action have outdoor lighting? ®Yes❑No f yes: i. Describe source(s), location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Building licillts at 15'hi h and area lights at 20'high ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes®No Describe: - — - o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: — -- - — -- — — p. Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No or chemical products 185 gal Ions in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ---_ — .---_-- -- — ---- — — — - ii. Volume(s) __ per unit time _ (e.g.,month,year) iii. Generally,describe the proposed storage facilities: — q.Will the proposed action(commercial, industrial and recreational projects only) use pesticides(i.e.,herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: L Describe proposed treatment(s): ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ®No r.Will the proposed action(commercial or industrial projects only)involve or require the-management or disposal 0 Yes []No of solid waste(excluding hazardous materials)? If Yes: L Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: 0.5 tons per month (unit of time) • Operation : 2 tons per month (unit of time) ii. Describe any proposals for on-site tnininiization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: — • Operation: _ -- iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction:Private Carter to approved off site solid waste disposal area in accordance with local State and Federal requirements. • Operation: Private Carter to approved off-site solid waste disposal area in accordance with local,State,and Federal requirements. Page 8 of 13 s. Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting, landfill,or other disposal activities): ii. Anticipated rate of disposal/processing: Tons/month,if transfer or other non-combustion/thermal treatment,or Tons/hour, if combustion or thermal treatment iii. If landfill,anticipated site life: years t. Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑Yes®No waste? If Yes: L Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: — v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes No I[Yes: provide name and location of facility: If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site a. Existing land uses. i. Check all uses that occur on,adjoining and near the project site_ ❑ Urban ❑ Industrial ® Commercial ® Residential(suburban) ❑ Rural (non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: b. Land uses and coverlypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious 1.47 +1.47 surfaces • Forested 1.72 0.59 -1.13 • Meadows, grasslands or brushlands(non- agricultural, including abandoned agricultural) • Agricultural (includes active orchards, field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) • Non-vegetated (bare rock,earth or fill) • Other Describe:Landscape 0.85 0.51 -0.34 Page 9 of 13 c. is the project site presently used by members of the community for public recreation? Oyes[Z]No i. if Yes:explain: d. Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e. Does the project site contain an existing dam? ❑Yes®No If Yes: L Dimensions of the dam and impoundment: • Dam height: _ _ ____ __ _ feet • Dam length: ----- _-- —__-- feet • Surface area: acres Volume impounded: _ _— _gallons OR acre-feet ___ ii. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: commercial or industrial solid waste management facility, ❑YesWJNo f. Has the project site ever been used as a municipal, or does the project site adjoin properly which is now.or was at one time,used as a solid waste management facility? i f Yes: i. Has the facility been formally closed? ❑Yes❑ No • i f yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: W. Describe any development constraints due to the prior solid waste activities: g. Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? I f Yes: i. Describe waste(s)handled and waste management activities, including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: L Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills incidents database Provide DEC ID number(s): _ ❑ Yes—Environmental Site Remediation database Provide DEC iD number(s): _ ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures:_ iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑YesmNo If yes,provide DEC 1D number(s): -- iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of B h. is the project site subject to an institutional control limiting property uses? ❑Yes❑No • If yes,DEC site 1D number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site? 1 000 feet b.Are there bedrock outcroppings on the project site? ❑YesmNo If Yes,what proportion of the site is comprised of bedrock outcroppings? % c. Predominant soil type(s)present on project site: Riverhead Sandy Loam 100 % d.What is the average depth to the water table on the project site? Average: 38 feet e. Drainage status of project site soils:® Well Drained: 100%of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site f. Approximate proportion of proposed action site with slopes: ® 0-10%: 100%of site ❑ 10-15%: %of site ❑ 15%or greater: _%of site g.Are there any unique geologic features on the project site? ❑YesmNo If Yes,describe: h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesmNo ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑YesmNo If Yes to either i or ii,continue. if No, skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑YesmNo state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification ' Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size _ • Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired El Yes mNo waterbodies? if yes,name of impaired water bodyibodies and basis for listing as impaired: i. is the project site in a designated Floodway? ❑YesmNo j. Is the project site in the 100-year Floodplain? ❑YesmNo k. Is the project site in the 500-year Floodplain? ❑YesmNo I. is the project site located over,or immediately adjoining,a primacy,principal or sole source aquifer? mYes❑No If Yes: i. Name of aquifer:Sole Source Aquifer Names:Nassau-Suffolk SSA Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: small mammals song birds_ ---- — -- -------- — - —— — n. Does the project site contain a designated significant natural community? ❑Yes®No If Yes: i. Describe the habitat/community(composition,function, and basis for designation): ii. Source(s)of description or evaluation: _ iii. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: _ _ acres • Gain or loss(indicate+or-): ___ acres o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as m Yes❑No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): Northern Long-eared Bat p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of YesmNo special concern? If Yes: i. Species and listing: q. is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑YesmNo If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a. is the project site,or any portion of it, located in a designated agricultural district certified pursuant to ❑YesmNo Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? ❑YesmNo i. If Yes: acreage(s)on project site? — ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑YesmNo Natural Landmark? If Yes: i. Nature of the natural landmark: ❑ Biological Community ❑ Geological Feature ii. Provide brief description of landmark, including values behind designation and approximate size/extent: d. is the project site located in or does it adjoin a state listed Critical Environmental Area? mYes❑No If Yes: i. CEA name: SGPA,Central Suffolk Pine Barrens ii. Basis for designation: Protect groundwater,Benefit to human health&protect drinking water W. Designating agency and date: Agency:Long Island Regional Planning,Agency:Suffolk County,Date:3-19-93,Date:2-10-88 Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places'? If Yes: i.Nature of historic/archaeological resource: El Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: F.Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ®Yes❑No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory'? g. Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yesg]No If Yes: i. Describe possible resource(s): ii. Basis for identification: h. is the project site within fives miles of any officially designated and publicly accessible federal, state, or local ❑Yes®No scenic or aesthetic resource' if Yes: i. Identify resource: ii. Nature of,or basis for,designation(e.g.,established highway overlook, state or local park, state historic trail or scenic byway, etc.): _--— iii. Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild. Scenic and Recreational Rivers ❑Yes®No Program 6 N'Y'CRR 666`' If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Inforniatiou Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid of-minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name MArc Pilotta,P.E. Date 0 1 11 0/20 2 5 Signature _ Title Project Engineer PRINT FORM Page 13 of 13 EAF Mapper Summary Report Thursday, January 9, 2025 9:17 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental I'I I i 1'I y _1Z_y� assessment form(EAF) Not all questions asked in the EAF are ��• answered by the EAF Mapper Additional information on any EAF 1'I".-'I a- - question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to 1 1 12-i DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. -t•i: =1:i_• >-.1�. - i l -12'-"I Ilcunh�_" t,:�-- -�n•r .11 E ul hl,. . Ic -tj..•i` "I� I -2''i 1 Z.-2-5 t ,2 tll9rltt it I lal.- E: riE-[ t: rn:, L- (rt= ':lr IE..=[ tC l I_ :. ._I _i r C. I: r 1: :f_: I i_,�•.J• i`l l'. :.I 1^le I r:r _I ll _ _ _•1 i J �l.�_I_� t ,l- I ,I, J *":I. I- ;d,� -' ... °I 11 - I• - - l� - I .� 11.'..t:" ar- tk I..I.-9-.. I�•I�. J "�i-- .lr� - .l -._• - _ -1Cr •-r9"I' 1l1xv�{��? B.iJ [Coastal or Waterfront Area] Yes B.i.ii [Local Waterfront Revitalization Area] Yes C.2.b. [Special Planning District] Yes- Digital mapping data are not available for all Special Planning Districts Refer to EAF Workbook. C.2.b. [Special Planning District- Name] NYS Heritage Areas:Ll North Shore Heritage Area E.1.h [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii [Within 2,000' of DEC Remediation No Site] E.2 g [Unique Geologic Features] No E.2.h.i [Surface Water Features] No E.2.h.ii [Surface Water Features] No E.2.h.iii [Surface Water Features] No E.2.h.v [Impaired Water Bodies] No E.2.i. [Floodway] No E.2.j. [100 Year Floodplain] No E.2.k. [500 Year Floodplain] No E.2.1. [Aquifers] Yes E.2.1. [Aquifer Names] Sole Source Aquifer Names:Nassau-Suffolk SSA E.2.n. [Natural Communities] No E.2.o. [Endangered or Threatened Species] Yes Full Environmental Assessment Form - EAF Mapper Summary Report l Name] E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] Yes E.3.d [Critical Environmental Area - Name] SGPA, Central Suffolk Pine Barrens E.3.d.ii [Critical Environmental Area - Protect groundwater, Benefit to human health & protect drinking water Reason] E.3.d.iii [Critical Environmental Area— Date Agency:Long Island Regional Planning, Agency:Suffolk County, Date:3-19-93, and Agency] Date:2-10-88 E.3.e. [National or State Register of Historic Digital mapping data are not available or are incomplete. Refer to EAF Places or State Eligible Sites] Workbook. E.3.f. [Archeological Sites] Yes E.3.i. [Designated River Corridor] No Full Environmental Assessment Form - EAF Mapper Summary Report 2 Bargain and Sale Deed,with Covenant against Grantor's Acts-Uniform Acknowledgment CONSULT YOUR LAWYER BE ME SIGNING TMS INSTRUMENT-TTM rNSTRI M NT SITOLMD RE USED BY f,A%VMS ONT.Y THIS INDENTURE,made the pl� day of BETWEEN ULSTER FARMS LLC, 1415 Albany Post Road,Gardiner.,New York 12525 party of the first part,and 705 CR 48 LLC,32 Old Country Road,West Hampton,New York 11978 party of the second part, WITNESSETH,that the party of the first part,in consideration of TEN DOLLARS($10.00)dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SEE SCHEDULE A ATTACHED HERETO �✓t��/u/DGrl>C Q�I�Ct.2lJl�11G./f�GGa AWO de�iD� �lO/r3,Do /6/o�1G )a,40 x,,f el3,"0 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO FOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the fust part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: ULSTER FARMS Lr Anthony .Falcone,Member Beatrice Falcone,Member Bargain and Sale Deed,with Covenant against Grantors Acts-Uniform Acknowledgment TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of cpole� ss: State of New York,County of / / ss: On the�6 'lay of'11d7 1�1�fi� in the yeat•.9d2i/, before me. On the,20"t of�IDW�IK/ in the year -PQ V.before me, the undersigned, personally appeared Anthony V. Falcone the undersigned, personally appeared Beatrice Falcone personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to (arc) subscribed to the within instrument and acknowledged to the that he/she/they executed the same in his/her/their me that he/she/they executed the same in his/her/their cepacity(ics), and that by his/her/their signatures) on the capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s),or the person upon behalf of which instrument,the individual(s),or the person upon behalf of which the individual(s)ac ed,executed the instrument. the individual(s jj e instrument. (s' nattre an' offic o a taking proof) (signn c and of taking ng proof) JENNIFER D.TOME[ D.TOMB Notary Public,Stair of New York ate ct New York No.01TOE 76195 . 6076195 Qualified in Suftolk County Qualified in Suffolk County Commission Expi,es June 24,20Z& Commission Expires June 24,20 2& TO BLi USED ONLY WHEN THE ACK,NOWI.FDGMENT IS MADE OU'l SfDh NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year before me,the undersigned,personally appeared personally known to the or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the.instrument,and that such individual made such appearance before the undersigned in the (insert the city or other political subdivision and the state or country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED,WITFI 000 COVENANT AGAINST GRANTOR'S ACTS DISTRICT: 1 SECTION: 113.03.00 BLOCK: 12.00 TITLE NO.: o Cs LOT: 013.000 /, PREMISES: 705 County Road 48,Mattituck,New York COUNTY: Suffolk TO RECORD AND RETURN TO: dD��rri�,�t0•earr��a! rs� tt U r IO �j a F IS 1�. r ,, E n 11 Amended 11-19-2024 ALL that certain plot, piece or parcel of land situate, lying and being at Mattituck, in the Town of Southold,County of Suffolk and State of New York,being bounded and described as follows: BEGINNING at a point on the Northerly side of Middle Road (County Road 48), distant North 87 degrees 16 minutes 57 seconds East,528.64 feet along the Northerly side of Middle Road from the extreme Easterly end of a curve connecting the Northerly side of Middle Road with the Easterly side of Cox Neck Road (County Road 84), said point also being where the Easterly line of land now or formerly of Dominick Principi intersects the said Northerly side of Middle Road; RUNNING THENCE along said Easterly line of land now or formerly of Dominick Principi, North 23 degrees 58 minutes 20 seconds West,400,03 feetto land now orformerly of Thomas R.Talbot; THENCE along said land and continuing along land now or formerly of James H. Jacobs Jr. and Sharon M. Jacobs, North 87 degrees 16 minutes 40 seconds East, 300.00 feet to land now or formerly of Michael Caraftis and Lauretta C.Caraftis; THENCE along said land, South 23 degrees 58 minutes 20 seconds East, 400.03 feet to the Northerlyside of Middle Road; THENCE South 87 degrees 16 minutes 40 seconds West along the Northerly side of Middle Road, 300.00 feet to the point or place of BEGINNING. The policy to be issued under this report will insure the title to such buildings and improvements erected on the FOR premises which by law constitute real property. CONVEYANCING ONLY TOGETIIER with all the right,title and interest of the party of the first part,of,in and to the land lying in the street in front of and adjoining said premises. TITLE#24-CS-61314 Bargain and Sale Deed,with Covenant against Grantors Acts-Uniform Acknowledgment CONSULT YOUtt LAWYER BEYORE SIGNING THIS INSTRUMENT IrMS INSTRUMENT SIiOUI D BE USED BY I AWYERS ONLY THLS INDENTURE,made die�Q day of BETWEEN ULSTER FARMS LLC, 1415 Albany Post Road,Gardiner,New York 12525 party of the first part,and 705 CR 48 LLC,32 Old Country Road,West Hampton,New York 11978 party of the second part, WITNESSETH,that the party of the first part,in consideration of TEN DOLLARS($10.00)dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SEE SCHEDULE A ATTACHED HERETO TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof,TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the full part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: ULSTER FAfMIR S L (/' 1�/d Anthony .Falcone,Member Beatrice Falcone,Member I Bargain and Sale Deed,with Covenant against Grantors Acts-Uniform Acknowledgment TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN'NEW YO E. /rRK STATE State of�nN 7j47/F New York.County of CPGy Q_61.- ss: State of New York.County of Q.lee ss: On the)4 day of' W in die year),02V. hefore me. On thq ZO�day of�ld�b(l in the year :W2V before me, the undersigned, personally appeared Anthony V. Falcone the undersigned, personally appeared Beatrice Falcone personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is satisfactory evidence to be the individual(s) whose name(s) is (are)subscribed to the within instrument and acknowledged to (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signaturc(s) on the capacity(ies), and that by his/her/their signatures) on the instrument,the individual(s),or the person upon behalf of which instrument.the individual(s),or the person upon behalf of which the individual(s)acted.executed the instrument- the individual(s acted,executed the instrument. (s' nature an offic o i. a taking proof) (sign'll. c and offs of i ' 5dual taking proof) JENNIFER D.TOME JENNIFER D.TOMEI Notary Public,State of New York Notary Public,State of New York No.01TOE07oiJ5 No.01TOo076195 Qualified in SUftolk County Qualified in Suffolk County Commission Expi,as June 24,20Z[o Commission Expires June 24,20 2& TO BE USED ONLY WHFN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STA1F State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me dial.he/she/they executed the same in his/her/their oapacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument,and that such individual made such appearance before the undersigned in the (insert the city or other political subdivision and the state or country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED,WITH 000 COVE SECTION:ON: 113.0NANT AGAINST GRANTOR'S ACTS EST 1 S .00 BLOCK: TITLE NO.: o��'Cs 00 LOT: 013,0.000 PREN41SES: 705 County Road 48,Mattituck,New York COUNTY: Suffolk TO RECORD AND RETURN TO: 0 'L yC O C it el��Pll Amended 11-19-2024 ALL that certain plot, piece or parcel of land situate, lying and being at Mattituck, in the Town of Southold,County of Suffolk and State of New York,being bounded and described as follows: BEGINNING at a point on the Northerly side of Middle Road (County Road 48), distant North 87 degrees 16 minutes 57 seconds East,528.64 feet alongthe Northerly side of Middle Road from the extreme Easterly end of a curve connecting the Northerly side of Middle Road with the Easterly side of Cox Neck Road (County Road 84), said point also being where the Easterly line of land now or formerly of Dominick Principi intersects the said Northerly side of Middle Road; RUNNING THENCE along said Easterly line of land now or formerly of Dominick Principi, North 23 degrees 58 minutes 20 seconds West,400.03 feetto land now orformerly of Thomas R.Talbot; THENCE along said land and continuing along land now or formerly of James H. Jacobs Jr. and Sharon M. Jacobs, North 87 degrees 16 minutes 40 seconds East, 300.00 feet to land now or formerly of Michael Caraftis and Lauretta C.Caraftis; THENCE along said land, South 23 degrees 58 minutes 20 seconds East, 400.03 feet to the Northerly side of Middle Road; THENCE South 87 degrees 16 minutes 40 seconds West along the Northerly side of Middle Road, 300.00 feet to the point or place of BEGINNING. The policy to be issued under this report will insure the title to such buildings and improvements erected on the FOR premises which by law constitute real property. CONVEYANCING ONLY TOGETHER with all the right,title and interest of the party of the first part,of,in and to the land lying in the street in front of and adjoining said premises. TITLE#24-CS-61314 Bargain and Sale Deed,with Covenant against Grantors Acts-Uniform Acknowledgment CONSULT YOUR LAWYER RITojttC SIGNING TAPS INSTRUMENT-TMS INSTRIIMFNT SFIOtiLn RE U4lrD RY I,AVYYERS ON Y THIS INDENTURE,made the& day of L*P4,w1z ev-, WA 1 BETWEEN ULSTER FARMS LLC, 1415 Albany Post Road,Gardiner,New York 12525 party of the first part,and 705 CR 48 LLC,32 Old Country Road,West Hampton,New York 11978 parry of the second part, WITNESSETH,that the party of the first part,in consideration of TEN DOLLARS($10.00)dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SEE SCHEDULE A ATTACHED HERETO ��`�� /ODO �S'�Cfipx rr3•Do /,�/o�dG /�Dv �p� O/.3•oo U TOGETHER with all right, title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires IN WITNESS WHEREOF,the party of the.first part has duly executed this deed the day and year first above written. IN PRESENCE OF: ULSTER FARMS L 1/-&— "-- � Anthony/V.Falcone,Member Beatrice Falcone,Member r Bargain and Sale Deed,with Covenant against Grantors Acts-Uniform Acknowledgment TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW Y�O/rRK STATE State of New York,County of ePOQ-6"_ ss: State of New York,County of t?1� ss: g On the p 6 day of Yt"w1 U' in the year WV, before me, On the Z0 day of AD" "Zjf0 in the year 2D2V before me, the undersigned, personally appeared Anthony V. Falcone the undersigned, personally appeared Beatrice Falcone personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is satisfactory evidence to be die individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/lier/their me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signatures) on the capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s),or the person upon behalf of which instrument,the individual(s),or the person upon behalf of which the individual(s)ac ed,executed instrument. the individual( acted,executed the instrument. (s' nature an otfic a taking proof) (sigaa a and offs .,of' t ual taking proof) JENNIFEI4 D.TOME[ JENNIFEP,D.TOMEI Notary Public,Stag of New York Notary Public;State of New York No.01 T06076195 No.01 TO6076195 Qualified in Srr:tolk County Oualifiod in Suffolk County Commission Expi.as June 24,20Z& Commission Expires June 24,20;2& TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year, before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me dial he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their sigtiature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s) acted,executed the instrument,and that such individual made such appearance before the undersigned in the (insert the city or other political subdivision and the state or country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED,WITII COVENANT AGAINST GRANTOR'S ACTS DISTRICT: 1 i1 �s SECTION: 113.03.00 TITLE NO.: LS BLOCK: 12.00 LOT: 013.000 PREMISES: 705 County Road 48,Mattituck,New York �"��✓f�f"�lj�-�S�/ COUNTY: Suffolk TO RECORD AND RETURN TO: r� �s n 1' rN 1 i Amended 11-19-2024 ALL that certain plot, piece or parcel of land situate, lying and being at Mattituck, in the Town of Southold,County of Suffolk and State of New York,being bounded and described as follows: BEGINNING at a point on the Northerly side of Middle Road (County Road 48), distant North 87 degrees 16 minutes 57 seconds East,528.64 feet along the Northerly side of Middle Road from the extreme Easterly end of a curve connecting the Northerly side of Middle Road with the Easterly side of Cox Neck Road (County Road 84), said point also being where the Easterly line of land now or formerly of Dominick Principi intersects the said Northerly side of Middle Road; RUNNING THENCE along said Easterly line of land now or formerly of Dominick Principi, North 23 degrees 58 minutes 20 seconds West,400.03 feet to land now or formerly of Thomas R.Talbot; THENCE along said land and continuing along land now or formerly of James H. Jacobs Jr. and Sharon M. Jacobs, North 87 degrees 16 minutes 40 seconds East, 300.00 feet to land now or formerly of Michael Caraftis and Lauretta C.Caraftis; THENCE along said land, South 23 degrees 58 minutes 20 seconds East, 400.03 feet to the Northerly side of Middle Road; THENCE South 87 degrees 16 minutes 40 seconds West along the Northerly side of Middle Road, 300.00 feet to the point or place of BEGINNING. The policy to be issued under this report will insure the tide to such buildings and improvements erected on the FOR premises which by law constitute real property. CONVEYANCING ONLY TOGETHER with all the right,title and interest of the party of the first part,of,in and to the land lying in the street in front of and adjoining said premises. TITLE#24-CS-61314 TOWN OF SOUTHOLD PROPERTY RECORi OWNER STREET VILLAGE DISI. �)Ub. LOT FORMER OWNER• N E ACR. /ter ' � '�'r'' i i i• � rj� �� Cl t.CS f,�" _ °'� �v S W TYPE OF BUILDING lI RES. SEAS. `' �VL. FARM COMM. CB. MISC. Mkt. Value --- LAND IMP. TOTAL DATE REMARKS f Az-- -sorJ eo,"i)rs - f ��ins S I 6 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 I ---- - ----- -- — Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD ? �) House Plot DEPTH BULKHEAD I Total I DOCK --T-LL tiiao-tt5-t%to.i \ M4TTTTUCKMY 11952 ZONE:R-RO RESIDENCE S W FAYLY FUMME 631-4454348 1NN NON ON FOAERLY Q \ it101 R iN90f PR 705 COUNTY O NTYROA6 s GT.LL tOW-ttR-13-10� slx,aE F41nr R[mv¢c )12` 9"ram N87•26�'E __ -� -- -� �� +� MATTr7UCK NY 11%2 I q"61'I 1(4' 06- -�U�" �0 1" \ SOWN SOUTHHCTM No !OLD73UFFOLKC 7' 06" 'Oo O 06" 08" 6 O Off. \ LOT AREA:11fI41B SF(257 ACRESI 08* pp7" 06- % \ 2. REFER TO SITE PLAN(SHEET G7)FC Q7" 810 OM If 7'O 01- O9" OR 0"" 3 THERE ARE.O KNOWN EXISTING VA I" Od" TC42-7Sk 010" TO 4 1?'0 011" 1225 `V9 TC Q. iC423S 4. THERE ARE NO MAPPED DEC WETLA 06" 07" (. 08 011" O9" xoso 07' v \ TCg00 w \ S. THE CONTRACTOR MUST NOTIFY � u.SO IIIp9„ R.lO o COMMENCEMENT OF ANY ONSITED 1 TCt275 / r� }% + TC TC 42a Tc rc42A rcIL10 TC47.p % 6 UPON OFFICE OF POLLUTION CONTI BL 41 a _ { rc R W LEACHING POOLS SHALL BE PERFOF 4T.f0 I. t iCQ� ItCH TC 42M 4110 • PUMP OUT ALL SANITARY 41 TC42A0 \ • REMOVE ALL STRUCTURES ON TC 42.00 _ 7 43 SC41.� REMOOLESWTH CLVE ALL E FIL 41.50 1 Y� Teas _ \ FILL HOLES REQUIRED. FB ` -` Y rct1' ELEVATION REQUIRED. BC U.75 TC42]5 f 1 U DS 53 4175 q 41 1 l ` 10. IF WET CONDITION IS ENCOUNTEREf IL-TC{1A � TCa7S TC 4121 a "\ 4100-00J TC/2.41 41.75 41. •I tj BC 41.75 BC 4I.10 TC41:10 q 4173 3 41.75 n 4� • / 1 _ 41 D ICAO Sufi aL 07 e 1 i 7 \ f� t 4 ttri �� 1.10 a tt ti It 4200 4= \ TC41AO 1 / \ 4 % 0 1 / 41 75 4175 -1 41. \ TC 4110 / / 4015 Bc 4130 \ 4 4 / PROPOSED(STORY 6 f O14.. BUILDING TC 4150 l jJ CONTRACTORS _6 v` rc:'.!0 TC 4t15 y 1. / 4 BUSINESS BC 41 j q II=SF 4025 % j ` / F.F.EL.41.75 / \ IC41A5 , 41SS F.F. 4.56 NDS ICtl PROPOSED I-STORY 9 4 e iC41A0 BUILDING i �t 40 �� \ 1/T5 CONTRACTOR'S 9 \ _ BUSINESS , 11 w 41.73 \ r 1 44 II=SF 1 >< \ \ rcl� o F.F.EL41,75 K \ � / 6_ 41.41.75 41 ^L u 4 D \\ 4 L 41 q^^1iW 4'o4stsal li ` \ qur FdRIPIt 01` TC475 41. BC 41.TS ) . 41.75 ` ZONE:PROTECTED SCTL, tOpp"11}IJ"IJ � q t \ p[MR TC4125 4175 41 TCa30 ZONE:LR UNIffED DUSINESS a'ri BC 4000 j S.CLLL IOOp-tlJ.lJ-14 \ 4178 TC41.00 1 r 012' 012, ` I'"°TO"°"i w.wr °OF \ \\ \ aso81. tat \ \ 011' \ \9- PROP.WATER .� \ 012 _/ ou ` `$ FEB 2 1 2025 Og„ IS"O SOUTHOLD TOWN \ 6' 09- PLANNING BOAt(D \ % O9"07° 70(O;6 BWIDE FILL EASEMENT di" 6 B"O 6�0()2" FAVOR OF COUNTY OF SUFFOLK - 528.6.- -- -- 1'1'f1-f'ttl'lll - NE Of PAV€N€IPI- _ S T16V0_W_ _ J00.00 Kr_ --yr- --\y- _t�i_ -y/- - _-yy- _W- 1C a50 TE lOCAllp/ OFtDOST.IrWAIBIMW Tsaso LIZ I r. 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NA Zf - f • '�r�'. �,y • -.� . . a��s ram,, -�41. .10 ♦ ` OF. IS `�` , � y • `Y .� ` y Pr1't #iJ � cam•� '�' _� -�• •�,r •' • � _ ii�1� V• �' 11 .Y. -7 1 ��...r ' M � w 1 • �T�—t � ;' o . ,1 It + } , ' • • � ��.�}y�� M ��`� • �'•�•�L+J - • -Y~ ,� _ '� 'tea ','��I -•,x ` _s - 1i' s '• • _ 1 7;+, � � �: .�i 1 :1' r •,r At E•. • • . 1 � .1 .�'� , as? •lam - •�^ _••�'i� ''j• •• ✓ ,�.`1 �� a . �+. .,, "y �•, "� 'Lys. ,�- .'` !►• �••ty��l .�" � t j j• �C r .� Qy!_� '1, • r,y .r •!'+i�/: j i �� .� � ` _ 'Ar� Y d � J- `�'.•i .•1 r'i •� •, ✓ ! { !f �lp `' , i, It f t '� ' • told _jw IL dl 'C (j, " ,•. 1 �'•,LJ {,' ill, t �� ` r •�r�top- f 09 dP • IT'S • '.. ri,�. t .�r-:jr' / '�/ or ,•;.,�"'t ref•�j �4�^rI `-,• .: t• .1i • •y , a _� i � P v ,- '- -r �. .��_.-• ,� � j � '11 w1. } �+ � Fitt ' - ol 06 IN 14 't 5 f � 4 ,1 y All } ram~ Jr r BOARD MEMBERS Z� SO Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O ll 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Robert Lehnert, Jr. N G. OQ Town Annex/First Floor Nicholas Planamento Margaret Steinbugler l 54375 Main Road(at Youngs Avenue) yC UNTV Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS February 20, 2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 Ronald Kuoppala,Architect 63 Village Line Road Babylon, NY 11702 RE: Special Exception—Proposed Contractor Business Buildings Ulster Farms, LLC/705 Main Road LLC Paul Pawloski, 705 County Road 48, Mattituck SCTM No. 1000-113-12-13 Dear Mr. Kuoppala; We are in receipt of your Special Exception application, submitted on February 19, 2025, requesting a permit to construct two Contractor Business Buildings upon the above referenced premises. In accordance with Part 617 pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. (New York State Department of Conservation), the application will require a review by the Southold Town Planning Board, which may include a coordinated review, in order to classify the SEQR action and make a determination of significance; i.e. whether or not the proposed action will have a significant adverse impact on the environment. Please see htti2s://dee.ny.gov/re.gulatory/pemiits-Iicenses/aMr for further information. Please contact the Planning Department at 631-765-1938 to review your application with them and submit any additional information they may require so that they can commence a SEQRA review. Once the proposed action has been classified and a determination of significance has been completed, the Zoning Board of Appeals can then schedule a public hearing date for your special exception application. Please let us know if you require any additional information. Sincerely, Kim E. Fuentes Board Assistant cc: Planning Department MINEATC 1toARa 115Atc1 Y 1 L� Tb 1 utol SEE PL N GO �� I I I Z I 1.TAld SEE SEC. NO r_._..• r ter' :jr .'m 1 -•r�D�, -q".[y"-_ �. ri� ► J /' .�,�� L. S J " 1. TA a ra q- t..- '4 1 Y T 11Mo1 is 1 11 2 to ,. ��r e B V' --'.t.TMc, .y .q.._-:�{=:'�'�� •a-„ ''� �+T-�� ' C�� e " 3 PA„+s a ;� _ 6 2 �, ;4 ., *:_ --� a '' ter. f s ,3 D' 'B 7 L� yB • O , akNCt/ ... lop s B` 10.4 Car u•~ :tZ] .•_ t><'.r. '! r' •, - .. �,S M''•.,,i MARKA a IAA(cl •� a�1' •V ,Z1 •0� lm� '� *Y' .'+t'Z tb ^ f 21 •h' � , ?�''� fin.. .r _e S :"'' "'j :e• a 3\ �S r'', t1 0\ �> a 0 - 22 F' ta6 �,�".• 9t , r_c•` It y t tSf7 r ti f 4.7No). d' ,.� t�pl•�?.ram,a ' :tt; ;•9S',j rv' / ,� !" 6 6 �` `` 1 r ,r oA M--t� •i11r.Ar _!'' ��'•' b,`I 14 5 JA4t1:k ,e$, i ese te' ' ��-• a �.` 17 oA f _• ` •N••t ) ,b2' ��,'y.V• .r' lrawaFsoun[ao ��, IF rb q..yy,19 a ,s to :3"J�f,i,'�f1,t ..;3 cor,�sEmurrxrEASE.xFA�n ,rq +� rr 1 - a ,"� �• tc a esW 1 1d 3 19.42 v. A rii tB.30 + Oil� � \�2 vOWi 19.31 'c • * T Ad.•r r ,pP ti'-+• .t7A 1940 'f t• ,b,�, a•,x 379A w ;7, 1 COUNTY OF SUFFOLK tA32 - J �, .41 1p2 MAKSOEOARWEA1 • e i{ 19.33 it 1B.�a °J ..4•., - P ��. 10 P/' '4`. r i 13 • Ip.l ,~ EI N_x2 m c t- a 26Nc' _ NpaZH N RI 11 1&37 AB Rp. 19.33 1936 • K � COUNTY OF SUFFOLK © N NOTICE K 00p of o RIUW 1000 SECTION NO E MAINTENANCE.ALTERAPON.SALE OR Y Real Property Tax Service Agencycoo yy DISTRIBUTION OF ANY PORTION OF THE nn „i� '�' TOWN OF SOUTHOLD 113 300 C-1,Drina.!d'i'whl d.NY 11901 SUFFOLK COUNTY TAX MAP IS PROFBRED A �- W KNOUT NREN TTT P4ABSION OF THE P Feel S` REAL PROP6LIY TAX SERVICE AGENZY '1 C