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Home My WebLink About7960SE �C C��rch �� 1'!��.�ec.c.ret� �f�� i �� e� ' �-�� Ill�� I� �� Owner: Roman Catholic Church File #: 7960SE Address: 14300 Route 25 Code: 13ED T Agent Info Patricia Moore n 51020 Main Road Cls Southold, NY 11971 Phone: 631-765-4330 Fax: Email: pcmoore@attys.com [_ , CDP 12� f « -)--/ NO NO 06 BOARD MEMBERS ��OF SOUI�o 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. Office Location: Nicholas Planamento .c` �p� Town Annex/First Floor Margaret Steinbugler COUN�,� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVE® �qW1 http://southoldtownny.gov d'W 6S : l�f` ZONING BOARD OF APPEALS JUL TOWN OF SOUTHOLD Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 24, 2025 ZBA FILE No: #7960SE NAME OF APPLICANT: RC Church of the Sacred Heart PROPERTY LOCATION: 14300 Route 25,Mattituck,NY SCTM No. 1000-114-11-1 SEQRA DETERMINATION: The Southold Town Planning Board, as Lead Agency, at the conclusion of their coordinated review, has classified the proposed Action for Special Exception Approval and Site Plan Approval, as Unlisted pursuant to Part 617 of the implementing regulations pertaining to Article 8(State Environmental Quality Review Act)of the Environmental Conservation Law, and pursuant to the Planning Board Resolution of June 23,2025,made a determination of non- significance for the proposed action and Grants a Negative Declaration. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated August 16,2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. The Agency further commented that the proposed building is within the 500 year flood plain per the 100-500 year flood zone. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property consists of a 5.6 acre split zoned,parcel located in Mattituck, which consists of approximately 3.0 acres in the Residential Office (RO) Zoning District and approximately 2.6 acres in the R-40 Zoning District. The northerly property line fronting NYS Route 25 measures 398.05 feet,the easterly property line measures 677.78 feet fronting Reeve Avenue, the southerly property line measure 588.05 feet, and the westerly property line measures 505.10 feet. The.property is improved with an existing one-story church with walkways and parking area, and an existing one and one-half story residence as shown on survey prepared by Stephen E. Ravn,LS, last revised February 19,2024. BASIS OF APPLICA T ION: Request for a Special Exception pursuant to Article III, Section 280- 13B(2)and the Building Inspector's July 10,2024 Notice of Disapproval based on an applicationTor a permit to construct a parish center, upon property located.at 14300 NYS Route 25,Mattituck,NY. SCTM No. 1000-114-11-1. i Page 2,July 24,2025 #7960SE, Sacred Heart RC Catholic Church v SCTM No. 1000-114-11-1 I ' RELIEF REQUESTED: The applicant proposes to construct a 10,528 square foot parish center located in the R-40 Zoning District of the split zoned property, where according to the Town Code special exception from the Zoning Board of Appeals is required to build and operate. ADDITIONAL INFORMATION: During the public hearing before the Zoning Board of Appeals on November 7, 2024, the applicant's representative testified about the need for additional meeting space due to the recent sale of the Cutchogue school facility to a private educational entity. It was stated that the proposed structure is intended to address that need. The proposed building fully complies with all applicable zoning requirements, including setbacks and lot coverage,and therefore does not require any area variance relief. Several members of the public appeared and spoke in support of the application. The project architect also provided detailed testimony regarding the building's intended use and design which will provide a community benefit, emphasizing that its architectural style is consistent with and complementary to the existing aesthetics of the church property. The subject parcel is a very large corner lot that fronts;on Main Road and a residential side street. The adjacent residential parcel toward the rear of the subject property is screened by a large buffer of trees and vegetation, and is owned by the Church. i The Board closed the hearing subject to the Receipt of the Planning Board Comments and completion of the SEQRA Review. i FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 7, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B. That the use will not prevent the orderly and reasonable use iof permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts C. That 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. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That 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. i F. That all proposed structures,equipment and material shall be readily accessible for fire and police protection. G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management i i Page 3,July 24,2025 #7960SE, Sacred Heart RC Catholic Church SCTM No. 1000-114-11-1 In making such determination, consideration was also given to`. A. The character of the existing and probable development.of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular.traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent (whether liquid, solid, gaseous or otherwise)that may be caused or created by!or as a result of the use. E. Whether the use or the materials incidental thereto for produced thereby may give off obnoxious gases, odors, smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges,dust,light,vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church,school,theater,recreational area or other place of public assembly. M. Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. Q. The issuance of a Special Exception permit, as applied for in this application, is also subject to the following specific criteria and requirements which have been met pursuant to Section 280-38(B)2 of the Town Code: The parcel is split-zoned with Low-Density Residentiall�,(R-40) and RO Zoning Districts. The purpose of the R-40 district is: i I Page 4,July 24,2025 97960SE, Sacred Heart RC Catholic Church SCTM No. 1000-1 14-11-1 i "to provide areas for residential development where existing neighborhood characteristics, water supply and environmental conditions permit fidl development densities of approximately one dwelling per acre and where open space and agricultural preservation are not predominate objectives". The Residential Office(RO)Zoning District purpose is,: "is to provide a transition area between business areas and low-density residential development along major roads which will provide opportunity for limited non-residential uses in essentially residential areas while strongly encouraging adaptive reuse of existing older residences, to preserve the existing visual character of the Town and to achieve the goals) of well planned, environmentally sensitive, balanced development, which the Town has determined to be desirable". The proposed use, Place of Worship, requires Special Exception from the ZBA pursuant to Chapter 280-38(B)2. R. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. S. The conservation of property values and the encouragement of the most appropriate uses of land. T. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. I U. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent (whether liquid, solid, gaseous or otherwise)that may be caused or created by or as a result of the use. V. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. W. Whether the use will cause disturbing emissions of electrical discharges,dust,light,vibration or noise. i X. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. ' Y. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. Z. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the,convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. i BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Lehnert, seconded by Member Planamento, and duly carried to GRANT, a Special Exception, as applied for I Page 5, July 24,2025 #7960SE, Sacred Heart RC Catholic Church SCTM No. 1000-114-11-1 SUBJECT TO THE FOLLOWING CONDITIONS: l. In accordance with the Zoning Board of Appeals, approval shall thereafter be deemed a lawful use as if the same were permitted by this chapter without need for a special exception permit; provided, however,that: a. All conditions imposed by the special exception approval shall continue to apply unless they, by their express terms, are of limited duration; b. All conditions imposed on special exception approval uses generally or specifically by this chapter shall continue to apply, regardless of whether any such conditions were expressly incorporated into the special exception approval; c. The Zoning Board of Appeals shall retain continuing jurisdiction over the same; d. The duration of a special exception use may be limited to a specified time period as set forth in the approval of the Zoning Board of Appeals. If the approval is silent as to the duration of the special exception use, then said use shall be in perpetuity. e. The applicant must obtain site plan approval from the Planning Board. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. NOTE: Violations of Conditions. 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 modem, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV, Section 280-141 of the Town Code. Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento, Acampora, Lehnert and Steinbugler. (5-0) L ie Kanes Weisman, Chairperson Approved for filing � /�'r /2025 - l( GENERAL SITE NOTES ' `' AUG" 05 2024 LEGEND BULK ZONING TABLE '�;' � .,' EXISTING ITEM PROPOSED ZONING DISTRICT:RESIDENTIAL R-40 i ` 1. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED AND k. ✓'" _tz- ,:C . Zo oard of Appeal �® PROPERTY LINE ITEM SECTION PERM PROPOSED DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. % ?1, ' I r� // THE FOLLOWING USES ARE PERMITTED AS A '� � , � 'f �� -� �/ BUILDING 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE ,< ,,•'„ ` �" . i:iSPECIAL EXCEPTION BY THE BOARD OF ' �a •� '/'' APPEALS,AS HEREINAFTER PROVIDED,AND WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION & SEDIMENT CONTROL TO PREVENT SEDIDIENTQ "�, DOOR EN!ExT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. t Q' •< // CONCRETE CURB PLANNING BOARDSUBJECT TO SITE PLAN APPROVAL BY THEE/ 25 . ,, ; 3A!14E AS§280.188 OF THE 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BED 5,` ---��`� CONCRETE •., . 2$017{B} CONCRETE UNLESS OTHERWISE NOTED. G� r .. '. ..:•. AGRICULTURAL-CONSERVATION DISTRICT, '% Z6p -- �� PAVEMENT I. EXCEPT THAT A CHILDREN'S RECREATION Viz, ;.+� ima . .. .. . . I . . . . . . . E _^_\ .. , 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES,TRAFFIC SIGNS,ETC.,SHALL BE COORDINATED BY t ASPHALT PAVEMENT .. . . . . CAMP,FARM LABOR CAMP AND . P:ponl C"� THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. . . . . . -' '� VETERINARIAN'S OFFICE AND ANIMAL HOSPITAL f. G� 6a.' HYDRO SEED . . USE:PARISH CENTER(Vr � ARE NOT PERMITTED AND BED-AND-BREAKFAST •-�J � !- ors \ LANDSCAPE AREA " i' 5. WORK WITHIN THE R.O.W.OF MAIN ROAD AND REEVE AVENUE SHALL BE PERFORMED IN ACCORDANCE WITH ' `4 11 ®�_ USES DO NOT REQUIRE SITE PLAN APPROVAL, A PROPOSED BUILDING GREATER �_ _ SOD LANDSCAPE O ALL APPLICABLE REQUIREMENTS OF THE NEW YORK STATE AND TOWN OF SOUTHOLD REGULATIONS. 11_ ' .-• WHBE LI Y R� �- AREA S C fo!THE FOLLOWING USES ARE PERMITI EDA A THAN 50 FEET FROh1 ALL STREET : lU fAV ----- ` LINES AND GREATER THAN 20 FEET ::: EA f^�_ _--"� --�J 8.B9 `L0 X FENCE SPECIAL EXCEPTION BY THE BOARD DF 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN00 - DOUBLE YELLOW I FROM ALL LOT LINES.. �,_.",t -�� 'f or � _-"- 1! I USESPERh91TTEDSY APPEALS CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL BV B fl{ I ;z l - WALL SPECIAL EXCEPTION CTTO SITE PL N APPROVAL BY THE DEVICES AND AS DIRECTED BY NYSDOT AND TOWN OF SOUTHOLD. ALL PAVEMENT MARKINGS REQUIRED WETLANDS Lr " J_ SHALL BE THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. c BOUNDARY - "J� 87 - '' PLANNING BOARD,PROVIDED THAT NOT MORE (B)THE COVERED BY WHffE LIN A,41• ®® o PST. ALL PRINCIPAL AND ACCESSORY III W PARKING COUNT 0 THAN ONE USE SHALL BE ALLOWED FOR EACH - . �jo CpNC. 1`�, .. BUILDINGS DOES NOT EXCEED 0% I: -- - 14'�_ ow 00 40,000 SQUARE FEET OF LOT AREA: 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE `�� = I" 1 0 0 ! h � UTILITY POLE (2)PLACES OF WORSHIP,INCLUDING PARISH OF HE AREA OF THE LOT,,:I': FREE FROM :IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL , x 1 ¢ . w . -- q$ HOUSES TOTAL BUILDING COVERAGE: . �, ,. .M b, C.3 g_?"- _ GRASS n (BUT EXCLUDINGARECTORYOR ... DETERMINE EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE � `-,- -.r,.: 11 E.A. . `F i h �- LIGHT POLE §280-13 B) PARSONAGE,WHICH SHALL CONFORM TO THE 17,075 SF/242,298.52 SF°7•.:. WORKSCOPE DEPICTED ON THE PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT t 0fl to aj 11 I to j:: rr<4 147 ti 6 SIGN REQUIREMENTS FOR A ONE-FAMILY DWELLING), . , PROPER COMPACTION OF THE REPLACED SURFACES. " s Q . � I ors ,k'.M o I SUBJECT TO THE FOLLOWING REQUIREMENTS: , �` '£ 4i ` _ �� , o s I (A)NO BUILDING OR PARTTHEREOF•SHALL BE 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATER•:ALS, AND �l� '�� "" 4� c � `: ® FIRE HYDRANT xa �Ew HEDGE GRASS ERECTED NEARER THAN 50 FEET TO ANY UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW GRADE) SHALL BE T --%s- -%• ' Map data 02024 Terms ; Report a ma error STREET LINE AND NEARER THAN 20 FEET TO ; BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE 391 o ow WATER VALVE P . . CROSS ANY LOT LINE. .' REMOVAL OR DISTURBANCE. x , STAKE W. INLET (B)THE TOTAL AREA COVERED BY ALL1. VICINITY MAP PROPOSED HEATED ' PRINCIPAL AND ACCESSORY BUILDINGS SHALL 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO N.T.S. ENCLOSURE FOR WATER Q l ._ (D ORA ROOF DRAIN : NOT EXCEED 20%OF THE AREA OF THE LOT. EXISTING FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR SERVICE METER AND `. 1. O � { TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED PROJECT BACKFLOW PREVENTER .. ` CONC.WALK s e SANITARY MANHOLE §280 .�, slvs � I ® MIN�MUM LOT AREA 40,000 SF 242,298.52 SF(5.5624 ACRES) AND/OR BELOW GRADE FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A DATA ATTACHMENT O d COVER SAFE WORK AREA. ANY DAMAGE OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO 0 8.`.` ots A• * p OR 9 & 57 7' pip APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART • I , - CLEAN-OUT MINIMUM LOT WIDTH §280 150 FT 391 FT LIKE-KIND CONDITIONS AT THE CONTRACTOR'S EXPENSE. 27835 MAIN ROAD �'' I �` o t• carte.WALK ATTACHMENT 3 I TELECOM MANHOLE 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC P.O.BOX 926 I I � CONC.WALK ` o O DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL,ACCESS,AND SAFETY PROVISIONS WITHIN THE R.O.W. CUTCHOGUE,NY 11935 LLD. _ S g COVER D1INIMUM LOT DEPTH ATTACHMENT 3 175 FT 391 FT 15 �ci,� B. � QB TREE AND ACCESS ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING, TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 v b IXI571NG z 280 ETC.) SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE � ONE STORY g LIMIT OF CLEARING MINIMUM FRONT YARD § 50 FT 214.6 FT SITE AREA.................................. 242,298.52 SF(5.5624 Acres ,1 �- GRASS z ® I _ ATTACHMENT 3 APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND Ir1AS. CHURCH D. US AND GROUND A 7 � 14300 I -LCC SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTSIREPLACEMENTS CAN BE INSTALLED. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) . .< W I -3 'i 0" # x DISTURBANCE MINIMUM PRIMARY §280 50 FT 342.5 FT ' � N I I ` 'OUR LADY OF GOOD s FRONT YARD ATTACHMENT 3 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT CURRENT USE........................... CHURCH r '' I o ` toNC.WALK RD" COUNSEL R.C. CHURCH" RA. � I � ( MINIMUM SECONDARY §280 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN PROPOSED USE......................... PARISH CENTER � 35 FT 214.6 FT THE REQUIRED SHEETING AND SHORING DETAILS. SHEETING SHALL BE IN CONFORMANCE WITH OSHA __ Z I INT........."..... 8,567 SF tl GRASS v �_ - pp 44 3 FRONT YRRD ATTACHMENT 3 REQUIREMENTS. W ` . - &I E, � � •� 1 � U � ��j MINIMUM SIDE YARD §280 15 FT N/A PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) N Of m 'j -' '� I I , I RD. ' I v h11NIP.IUM SIDE YARDS ATTACHMENT 3 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF GROSS FLOOR AREA................ LOWER LEVELRY.273 SF 2 020 SF 2. UTILITIES, PIPING,DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT R I §280 35 FT N/A THE APPROPRIATE LOCAL ONE CALL SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND H J Q /� COMBINED ATTACHMENT 3 ) p U�� - EXISTING � �,�". m �1 v\ COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN (WITH AREA BREAKDOWN ENTRY LEVEL.......................................8,508 SF ASPHALT PARKING ENT. TOTAL...................................................10.528 SF J m ct U � MINIMUM REAR YARD §280 50 FT 55.5 FT THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE Q� Gj Zj y 4 !* D, �, 0 / ATTACHMENT CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD i-o_ Oz� o I I I RA. LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD L;j N a- R Q �J EXISTING BUILDING FOOTPRINTS: DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE MAP X 5,700 SF+2,867 SF=8,567 SF FINAL � � � � I I �`�` CONC.WAtx CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR ('� (�� 1 PROPOSED BUILDING FOOTPRINT: TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING D BY Z BA I - ( I 8,508 SF INCLUDING BUILDING c '` _ Q � I MAXIMUM LOT §280 20°!° CANOPY) CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. t-�C�p/_/")�/_' [ COVERAGE ATTACHMENT 3 D C j�� Q N# l 1(G (�' 1/ Q TOTAL BUILDING COVERAGE: 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL /� r•� fi `} �. L_ I I I B GAZEBO� 8,567 SF+8,508 SF=17,075 SF OF STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, DATED: . _;_�-,.1.,�C t'` >,� I I PROPOSED 2'LONG RE-STRIPE PARKING Z 17,075 SF/242,298.52 SF=7.05°!° FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER" STONES USED SHALL NOT BE LARGER THAN 6 - ._ 3 INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN s:1D CONCRETE CURB TAPER STALLS IN-KIND O N �` � — MAXIMUM BUILDING §280 35 FEET TO PEAK OF SLOPING ROOFS/25 FEET ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, N Y `'� 23'-1%"TO PEAK OF SLOPING ROOF TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE 11_ 1 N PROPOSED SAWCUT AND HEIGHT ATTACHMENT 3 FOR FLAT OR MANSARD ROOFS ° I p � '>�..J` �,- I m I DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95/°OPTIMUM DENSITY. GRADE THE SURFACE TO MEET `t- pill �� I .�.. LIMIT OF ASPHALT BRK O��N ® ®r MAXIMUM NUMBER OF §280 ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. REFER TO GEOTECHNICAL REPORT (IF O _j N' h,-�,�' �' PAVEMENT REPLACEMENT G �tJE --"-"-® � I STORIES ATTACHMENT 3 2Y2 SINGLE-STORY BUILDING PROVIDED) FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED SURFACE r� V I PLNTR. Z ELEVATIONS. V VARIANCE REQUIRED 3 U �I '.'.@'. .'.'.'. .N ❑ I ) ° :t > L • • ••• . . �RO ZONE L 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE C +-' PROPOSED '."'. .. .. .. .. .. .. ... w'.'. .'..'. .'. .'. '. '. Q I 4-+ j .. .... -� ..•.••.•.•.•.••• • •• 0000' � SITE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. } ASPHALT 0 , .., ..� �/" s, 15. PROPOSED TREE PR!-TcCTION FENCE TO BE INSTALLED BEFORE THE TART F REMOVAL I J PAVEMENT •, ; �, :.:: PROPOSED CONCRETE ' '' '' '' '' '' '''' ' ' ''' PARKING CALCULATIONS CURB ;-',. S O R 0 AL ACTIVITIES TIES AND TO ITEM SECTION PERM ITTEDlREQUIRED PROPOSED PROPOSED ;;'.''' ' '.'.'.','.'.' 10' ::;: :' ' R 40 ZONE C.C. I BE REMOVED AFTER CONSTRUCTION IS COMPLETE. .c . ' ' PR-,POSED ADA I LANDSCAPE .'.'...�„ . 10' .. . .. .. .... ....(TYp•)... ....4i!'::. ..;:.:....; RAMP(TYP.) Fa. ors PARKING PARISH CENTER(1 PER 100 SF OF OFFICE FLOOR AREA): EXISTING PARKING: STALLS 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL > AREA(TYP.) .'.'.'.'.®.'.'.'.:. ''(TYP.)-'-''' ,','.''.'.:.'R3;.'.'.:.AV.:.A..'.'.:..{may{.�. -.- Ors -9 REQUIREMENT FOR §280-78(A) 8,508 SF x 1 STALL PER 100 SF=85.08 STALLS PROPOSED PARKING:9 STALLS AUTHORITIES REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED } � ...RS . . . : :: .R3• • • •. R5 PROPOSED ADA AND PROPOSED 2'LONG 0 00 PARISH CENTER PARKING REQUIRED:86 STALLS TOTAL PARKING:132 STALLS PERMITS, SIGN OF. INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND 1 d HAVING DISPOSAL ALL MATERIAL IN ACCORDANCE WITH STATE AND LOCAL LAW 'S AN;, CONSTRUCTION 'll "VAN 'I'll I' 'I SIGN "j OSA OF A 5 ®. . .. ;.�.' CONCRETE CURB TAPER WHEN ANY LOT CONTAINS TWO OR MORE USES G PROPOSED C • • • •• T 7. a PROPOSED"NO 3 `"'x"' DIFFERENT PARKING REQUIREMENTS,THE PARKING 2 07/19/24 AM ISSUED TO TOWN y . . .. . . ... 17 c�lW CONCRETE • •- '" PARK!"13 ANYTIME"SIGN REQUIREMENTS FOR EACH USE SHALL APPLY TO THE SIDEWALKS, CURBS, OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE ' 0 PROPOSED PARISH CENTER ONLY REPAIRED OR REPLACED IN KIND OR UNLESS NOTED OTHERWISE UNO WHETHER SPECIFIED ON THIS PLAN OR ( ). 1 05/14/24 DID REV PER CLIENT COMMENTS o SIDEWALK .� ;1� .`•: ..... '.- u 'i `'d I EXTENT OF THAT USE.WHERE IT CAN BE OPEN DURING PERIODS OF TIME NOT,AT THE SOLE C05T OF THE CONTRACTOR. 3 W . •� APPROXIMATE LIMIT OF CLEARING I CONCLUSIVELY DEMONSTRATED THAT ONE OR MORE WHEN CHURCH IS NOT IN USE. •r w `• 22' & COMBINED SPACES §280-78(G) SUCH USES WILL BE GENERATING A DEMAND FOR NO. DATE BY DESCRIPTION > `�`�� . .`.`.`.`. .`. ` . '21'-..•.`,- 9,11' 9.11' ° AND GROUND DISTURBANCE THEREFORE,THE PROPOSED PARISH 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. '> . """V ,. PARKING SPACES PRIMARILY DURING PERIODS WHEN ® 19.94':..., �.. 19.52' ;,I, 57•81, EN:EXT c " F"'� So F�"',y THE OTHER USE OR USES IS NOT OR ARE NOT IN CENTER WILL NOT GENERATE A r 55.5 I � �„ GREATER DEMAND FOR PARKING. 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. REVISIONS -t-� ` OPERATION,THE PLANNING BOARD MAY REDUCE THE { ` )+. .. REAR YARD PROPOSED SINGLE-STORY PARISH "` 5 TOTAL PARKING SPACES REQUIRED FOR THAT USE } •.m, 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A NYSDOT AND TOWN OF SOUTHOLD RIGHT-OF-WAY THE F+:"."i . 1` :•* o' % `II 0 WITH THE LEAST REQUIREMENT. . . .., CENTER WITH PARTIAL CELLAR ) . APPLICANT/OVINERiOPVELOPER(CONTRAC70R MUST OBTAIN ARIGHT-OF-WAY WORK PERMIT FROM NYSDOT ` .`.`.`_ CELLAR:2,02U$F " ,7 I THREE HUNDRED FIFTY SQUARE FEET SHALL BE AND TOWN OF SOUTHOLD. :, ., ,%., . I • . • • op FIRST FLOOR:$5O$SF ;; " a E(TO TALLS WITH 24.5• . • - - • • I CONSIDERED ONC SPAC PROVIDE ROOM FOR 10'x 20'PARKING S `- �' • ;.. ., ' �; ` `.`.`.`.`.`.•.`.` ` •O MINIMUMI STALL SIZE §280-78(C) STANDING AREA AND AISLES FOR MANEUVERING.THE MIN.DRIVE AISLE 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED / /"" "u/� ` ` COVERED ENTRY:273 SF . e ,.. ` • • ` x RELOCATED AT THE EXPENSE OF THE • , ." " FEET, 2 CESSIBLE STRIPED STALL) z„ . * 0IR MINIMUM PARKING STALL WIDTH SHALL BE NINE ) ET 8' 0'(AC LL) IMPROVEMENTS SHALL BE > { • • % 214.E AND THE MINIMUM LENGTH H APPLICANTIOWNER(DEVELO?EIL' ^"" . . ` g7,27 ` • • _ GT SHALL BE 19 FEET. CONTRACTOR. '� • • • ;; 40.23' . {FRONT YARD). L►1 _ . : . . X.,a.. - - - . . . . . ` ` ` ` ` ` `, � ' �; * `,`,`, . . . . . O EXISTING ACCESSIBLE PARKING: 22. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN '. 16 SPACES THE PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME ti • mot,• 8'x 19'STALLS PLUS ADJACENT 8'x 19'TRANSFER AREA 7i i =;; # ,-,/ O ,, i Q . to IBC NYS PROPOSED ACCESSIBLE PARKING: QUALITY AND CHARACTERISTICS THAT EXITED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE 0 `Z ' .`0`` ``O. . . • . • • • • • • ` ` ` ..- `m `'.• ` --•LCGD� ;O I ACCESSIBLE PARKING 1106.1 5 ACCESSIBLE SPACES REQUIRED WHEN 101 T0150 1 SPACE FURTHER RESPONSIBLE TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE TOTAL PARKING PACES PROVIDED TOTAL ACCESSIBLE PARKING: MARKINGS, SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION, IF EE4 BLUE POINT A®� UNIT .*. 1 �• ' 17SPACES REPLACEMENT OR UPGRADE IS REQUIRED, SAME MUST BE APPROVED BY THE NYSDOT AND TOWN OF HOLTSVILLE, NEW YOR 1 1742 O �\. . . . . . . . . . . . . . . . . . . . . . . . . `� n. O SOUTHOLD. O d . . . . ' [S31) 961-050 d ``4 V ` ` `� MINIMUM AISLE §280-78(C) 22FEET 24.5FEET www.K@ CivilEn ineerin com ,�•,`,••`•`,`,',•,`,`•`,`•`,',`,`,`,','.'•:. '� C,� 23. ALL ACCESSIBLE PARKING,CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET � g' to Q o r:"; ,•,`,•••,•,`•',",',`,`,`,`,`,`,`,`. 0 l =E5 THE REQUIREMENTS OF THE 2020NYS BUILDING CODE CHAPTER II-ACCESSIBILTY,AND ICCIANSIAt17.1-2009, Z' r �•'"'� �, ` � =-s WW ' 8 UNOBSTRUCTED ACCESS TO AND FROM A STREET PROJECT NAME `" r Q o R pAIERS SHALL BE PROVIDED.SUCH ACCESS SHALL CONSIST 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS E Q `�' ¢LU ,� `E O0' B. I OF AT LEAST TWO TEN-FOOT LANES FOR PARKING ASSOCIATED WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE 1 I AREAS WITH 20 SPACES OR MORE.NO ENTRANCE OR CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE ROMAN CATHOLIC CHURCH OF THE SACRED EXIT FOR ANY OFF-STREET PARKING AREA SHALL BE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO HEART PROPOSED PARISH CENTER Q 1 STY - 51, ACCESS §280-78(D) LOCATED WITHIN 50 FEET OF ANY STREET ° COMPLIES THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL 14300 MAIN ROAD IXISTING INTERSECTION NOR EXCEED A GRADE OF 6 io WITHIN 25 CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF o•, FDu 0 a Q W.W. 7 GRAVEL/OIRI DRIVE `Q' FEET OF ANY STREET LINE NOR 10%AT ANY OTHER WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODE. MATTITUCK, NY 11952 •WOOD o • RID POINT.ALL POINTS OF INGRESS OR EGRESS SHALL BE 0 STEPS u RS APPROPRIATELY SIGNED,UNLESS SUCH SIGNING IS 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A. STANDARDS AND TOWN OF SOUTHOLD, COUNTY OF SUFFOLK Q I CONSIDERED UNNECESSARY BY THE PLANNING REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 N a 0' N>7® Q 0 r I BOARD. PROCEDURES, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS"REQUIRED co z d- >115 -W%%iI,,,,,.,.i., �cnTO MEET THE INTENT AND PERFORMANCE CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS pI I 2SQ 0 `cod ALL OPEN PARKING AREAS SHALL BE PROPERLY 019 Q JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES, DRAWING TITLE Q � Kd DRAINED WITHIN THE PREMISES.AND ALL SUCH AREAS X w w U I 0 00 0 SHALL BE PROVIDED WITH A DUSTLESS SURFACE, 26. THE TOPS OF EXISTING MANHOLES,INLET STRUCTURES.AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED,<_ O m 0 F_ EXCEPT FOR PARKING SPACES ACCESSORY TO A Q ••N �cr�, ti IF REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. ~CO 0- 4% Yid qo DRAINAGE AND ONE-FAMILY OR TWO-FAMILY RESIDENCE.CURBS, T L §280-78(E) PAVING,SIDEWALKS AND DRAINAGE FACILITIES SHALL COMPLIES GARAGE 1S6 0 0 0 0 Q SURFACING DS ESTABLISHED IN TOWN 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS, IMMEDIATELY NOTIFY THE PROJECT 3d AN 0 I ORDINANCES,REGULACOMPLY WITH TIONS OR SPECIFICATIONS AND ENGINEER IN WRITING OF ANY CONFLICTS. 1)pnow or formerl 1 '�s �c{' I SHALL BE APPROVED AND CONSTRUCTED UNDER THE 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE I gla5 HOusler& 1 FRAME � `4� SUPERVISION OF THE SUPERINTENDENT OF HIGHWAYS MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO :1 4) I Andrea Or GARAGE N8g°S8'5O W ®® 00 OR HIS AGENT. PROJECT ENGINEER AND OWNER PRIOR TO INITIATING WORK. DATE: 05/03/2024 i j -aHausler& Kare formerly I N U o n Malcom", 2 75•45' QD0 0 • (1)WHEREVER A PARKING AREA OF OVER FIVE SPACES SCALE: 1"" 40' 1L.= pI ABUTS OR IS WITHIN 15 FEET OF THE SIDE OR REAR 29. CONTRACTOR SHALL DOCUMENT, WITH PHOTOS, CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO 4O 0 C USE X LOT; 27 Il a yy Or far W,4 E � �E~ "�---•--.-- LOT LINE OF A LOT IN ANY RESIDENCE DISTRICT,SAID ENGINEER OF RECORD AT END OF CONSTRUCTION. Tv PARKING LOT SHALL BE SCREENED FROM SUCH PROJECT NUMBER: 23200 p-C •C ZO�ESIDENcE JOhh A formerly I how or DR"Ay ADJOINING LOT BY SUBSTANTIAL WALL,FENCE OR 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS -C PU8CIC R'40 I TAX LOT BagllV/ I pohh formerly y THICK HEDGE APPROVED BY THE PLANNING BOARD. SHOW THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR DRAWING BY: AM 0 I wATER ( USE. REBID 2$ Lin COStOnZO & GENERALLY,SUCH SCREEN SHALL BE NOT LESS THAN COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL C � 0 1 P ZONE:R4anAL USE: TAX LOT. T dd COS tanZo FOUR FEET NOR MORE THAN EIGHT FEET IN HEIGHT. MATERIALS AND LABOR AS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. CHECKED BY: M P UBLrc wAT I RESroEN 29 USE- ar. ER PUg��C AL ZONE.R- E- RESTPEN 0 (2)WHENEVER A PARKING AREA OF OVER FIVE SPACES 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). 1 wATER 4p ZONE;R- nAL IS LOCATED ACROSS THE STREET FROM OTHER LAND APPROVED BY: MP REFERENCES PUBLIC WATER I I REGULATIONS FOR IN ANY RESIDENCE DISTRICT,IT SHALL BE SCREENED 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY I FROM THE VIEW OF SUCH LAND BY A THICK HEDGE, FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS. SEAL & SIGNATURE, ALTERATION OR ADDITION TO THIS THIS PLAN REFERENCES: PARKING SPACES WALL OR FENCE,APPROVED BY THE PLANNING BOARD, DOCUMENTROFE ONALPENGINEER Is n D ADJACENT TO LOTS IN §280-78(K) COMPLIES VIOLATION OF SECTION 7209, LOCATED ALONG A LINE DRAWN PARALLEL TO THE 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND NE W SUB-DIVISION 2,OF THE NEW YORK BOUNDARY AND TOPOGRAPHIC SURVEY ANY RESIDENCE OF Y PREPARED BY: STREET AND A DISTANCE OF 20 FEET THEREFROM, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE ! O DISTRICT �� /4 STATE EDUCATION LAW I', AMERICAN ENGINEERING&LAND SURVEYING P C. SUCH SCREENING TO BE INTERRUPTED ONLY AT PERMITS. �Q. PSG PILOTT,9 /1- • 1171 OLD COUNTRY ROAD-SUITE 6 POINTS OF INGRESS AND EGRESS.GENERALLY,NO Cl �/' * DRAWING No: PLAINVIEW,NY 11803 GRAPHIC SCALE SUCH SCREENING SHALL BE LESS THAN FOUR FEET NOR MORE THAN SIX FEET IN HEIGHT.THE OPEN AREA - , CY- DATED: 40 0 20 40 80 160 e U BETWEEN SUCH SCREENING AND THE STREET SHALL r•- • �tr IN L SEA EQj - BE LANDSCAPED IN HARMONY WITH THE LANDSCAPING ' . �'• BUILDING ARCHITECTURAL LAYOUT ? '" I-" :, s PREVAILING ON NEIGHBORING PROPERTIES FRONTING k`I -- ✓ PREPARED BY: `�+ _+iir'uf ' @Ci _ ON THE SAME STREET.TWO IDENTIFICATION AND h: "� - '` JMN ARCHITECTURE P.C. I: 0: 001 b5'S Or �( IN FEET ) DIRECTIONAL SIGNS LOCATED ON THE STREET SIDE OF O D� 406 NORTH COUNTRY ROAD SUCH SCREENING SHALL BE PERMITTED;HOWEVER, „""". R�A(•'ES�alOi�+ .. SAINT JAP�IES:NY 11780 1 inch = 40 ft. DATED:04/03/2024 THEY SHALL NOT EXCEED AN AREA OF THREE SQUARE Know what's b@{OW. I -_. FEET EACH. Call before you dig. ,--./ VICINITY MAP BACKGROUND DATA 1-800-272-4480 PROVIDED BY MAPS.GOOGLE.COM MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 9 YAKey CIvIHProjects12023Q3200_JMN Architecture."14300 Main Road_Mattltuck0raw ngsWey CivM23200"_2024.07.19_SPP2._SPDES._RPZ.dw, _ — - SITE REMOVAL NOTES K 1 4 ;��51TE Otis �� : �. S1 r� 11 c L / `' � �G J eats 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. r c �Tb/ % ' P Ot Ppp LEGEND; ,aCC\ 2. THE CONTRACTOR SHALL ENSURE ANY EXISTING ASBESTOS CONTAINING MATERIALS ARE REMOVED FROM SUBJECT O ,- EXISTING ITEM REMOVAL ' 8 � PREMISES PRIOR TO REMOVAL ACTIVITIES AND SHALL PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED. '`�*•< ��It'. ,��•. - On /' r,� PROPERTY LINE ; >, Z - � /' 3. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN,SUITABLE MATERIAL.THE CONTRACTOR SHALL REFER TO °�``1 , .. BUILDING THE GEOTECHNICAL REPORT OR CONSULT WITH THE GEOTECHNICAL ENGINEER FOR INSPECTION AND CERTIFICATION. 25 W WATER SERVICE 4. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY ° AND LOCAL CODES AND REGULATIONS AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF 26� Mai rI! E ELECTRIC SERVICE E REMOVAL ACTIVITIES. ✓ 4•., G GAS SERVICE LOCATIONS,ABOVEGROUND STRUCTURES 5. THE UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD G�� i G THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY. G� a (j$• TELECOMMUNICATION @' ors — ———— T THE FEASIBILITY OF ALL UTILITIES DRAINAGE,SEWER,WATER,GAS,ELECTRIC,PHONE,CABLE,ETC. AND/OR /ih+ --" �• SERVICE ( ) it�t 't UNDERGROUND STRUCTURES TO BE REMOVED OR RELOCATED HAS NOT BEEN CONFIRMED WITH THE GOVERNING �.�Y tt tuck ��t�ffolk�#a� 3 UNE ;( FENCE AGENCIES AND MUST BE REVIEWED FURTHER PRIOR TO PREPARATION OF CONSTRUCTION DOCUMENTS. <' ) E.A. Y•S• ---- ,Og 24 I WALL DOUBLE W� --� o ro$ 6. PRIOR TO STARTING ANY DEMOLITION,THE CONTRACTOR IS RESPONSIBLE FOR/TO: h 4 ` WETLANDS ` YELLO �~ I a. ENSURE COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. c UTILITY POLE BOUNDARY b. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. -- WHITE LI t�1: a o PST. c' ° E�ptc LIGHT POLE c. PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING Zg 5a.. CON• Q ALL DEMOLITION ACTIVITIES. Rvz•09 SIGN I COORDINATION WITH UTILITY COMPANIES REGARDING WORKING"OFF-PEAK"HOURS OR ON WEEKENDS AS MAY € 87.Aa P� GRASS I I� BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. q E' E.A. pyry ° CC Q 3 FIRE HYDRANT e. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL I s I BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL .. a ! ow WATER VALVE APPLICABLE LOCAL,STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS.ANY/ALL CONTAMINANTS SHALL BE OC.W�� C o s I REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL,STATE, - ✓ _ r �.•�_,_. €. GRASS ° Map data 02024 Terms Report a map error INLET r� Q AND LOCAL REGULATIONS.ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS,ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE ENVIRONMENTAL s` Ili oR.o. ROOF DRAIN CONSULTANT. VICINITY MAP CROSS rn n• `" r STATUE SANITARY MANHOLE N.T.S. l l s A � COVER 8. IN THE ABSENCE OF SPECIFICATIONS,THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,DEMOLITION l __ AND REMOVAL OF ALL FOUNDATION WALLS,FOOTINGS,AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ceA CLEAN-OUTSIN ACCORDANCE WITH DIRECTION BY THE STRUCTURAL OR GEO-TECHNICAL ENGINEER. PROJECT DATA r —� CONC.WALK sys " '^ TELECOM MANHOLE ?:. — — APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART •'—"�y 9 TREE COVER 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS. O � a CONC.WALK TREE ❑A.C. R0.o ' SIDEWALKS,WALKWAYS;AND OTHER ADJACENT FACILITIES. 27835 MAIN ROAD P.O.BOX 926 ' \ ?� '• � CUTCHOGUE,NY 11935 ~ C' A`LK g Ili SAWCUT LINE --——--——— 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER,AND/OR APPROPRIATE GOVERNMENT AGENCY. TAX MAP NUMBER,.......... Dist.1000,Sect.114,Block 11,Lot 1 PROPOSED LIMIT OF LIMIT OF CLEARING AND _ d s'CLEARING AND GRADE EXISTING (I GRADE DISTURBANCE —LCGO— 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN SITE AREA.................................. 242,298.52 SF(5.5624 Acres) \ � '� Q Z ... DISTURBANCE GRA I z ONE STORY O d I I ACCORDANCE WITH FEDERAL,STATE,AND/OR LOCAL STANDARDS.AFTER THE DEMOLITION IS COMPLETE,ADJACENT CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) o MAS. CHURCH STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION 1 � I CURRENT USE... s OPERATIONS.THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR"PRE-DEMOLITION" CHURCH PROPOSED LIMIT OF "OUR LADY OF GOOD CONDITION. PROPOSED USE......................... PARISH CENTER WOODED AREA TO BE \ CONC.WAR. COUNSEL R.C. CHURCH EXISTING FOOTPRINT............... 8,567 SF g GRASS REMOVED 12. THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A : MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. PROPOSED FOOTPRINT........... 8,508 Sc(INCLUDING BUILDING CANOPY) .z5 1 7��e _^ 'I COVERED ENTRY:273 SF 13. THIS PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED.IT IS NOT of o U °U --- I GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF cy m �t• RA z INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF •••j �¢ I Inc li a. I FEDERAL,STATE,LOCAL,AND JURISDICTIONAL REQUIREMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TOTAL...................................................10,528 SF 0 U O\3 EXISTING a ' OSHA AND/OR OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. _'m Wr 0 ASPHALT PARKING x I°,j zj 0 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE,ALL DEMOLITION WASTES AND DEBRIS(SOLID WASTE)SHALL BE FQ- a Z j g R. o• �' DISPOSED OF IN ACCCRDANCE WITH ALL TOWN,COUNTY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. iFINAL MAP Cj 0 0_ o 0 ' � w I WE X CONC,WALK 15. IN ACCORDANCE WITH STATE LAW,THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES OR REVIEWED BY Z BA CALL DAMAGE PROTECTION SYSTEMS FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. -- I DECISION#• w C) Q Q Q I 16. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES,ALL Id O DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. DATED. -7 0 > PROPOSED SAWCUT AND LIMIT OF ASPHALT GAZEBO 17. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. y� �''� � � ll � REPLACEMENT I p 18. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN DEMOLITION PERMIT AND NECESSARY UTILITY DISCONNECTS. E v \•� I � c�N w \ I SS I 0 \\\ _._----� BRK. l c __ / `CJ� ` a EXISTING LIGHT POLE LELECATNRDICASERVICE SSOCIATED .� c.c. r� I j TO ors. BE REMOVED } EXISTING TREE TO G PROPOSED RO�SE LIMITND F 2 07/19/24 AM ISSUED TO TOWN > 0 BE REMOVED(TYP.) v DISTURBANCE ADE �} o 1 05/14/24 DO REV PER CLIENT COMMENTS �> Q Q ` �'� NO. DATE BY DESCRIPTION 0 • / I REVISIONS coo b—I C, 1 V I L Ell VC 3 1 NJ M E R,I F%I E 3 S ' i \C CGD u`r_ L ', i 664 BLUR POINT ROAD, UNIT B 3 o Q / �AN K oo i HOLTSVILLE, NEW YOR 1174 1 sly. cD. s 0 ( 31) 9 61-O B O B 0 a'oK,rLr.�' ` /Q www.KeyC!vilEngineering.com d Q PROJECT NAME ww a —L — §z PAVE7 ROMAN CATHOLIC CHURCH OF THE SACRED � 0 _ ® �I I HEART PROPOSED PARISH CENTER Q 0 14300 MAIN ROAD > , 1 EXISTING MATTITUCK, NY 11952 W.W. rr27.67 7. GRAVEL/DIRT DRIVE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK WOOD U ITS Ro DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 STEPS n p co Of o I ¢ I ?�'S 0 e� Q DRAWING TITLE o� � -jwwc] x�aCL FRAM Q 0 SITE REMOVALS PLAN GARAGE r58"30, 0 Q 0 0 a 0 1 Do now or forMerl I 1 .°, I DATE: 05/03/2024 I uglos Hausler & I nowFRAME on, Andrea or E IV8$°58'SO„W Q SCALE: 1" = 40' Hausler forrnerl I E Karen Mal�amson I 275.45' '" a PROJECT NUMBER: 23200 0 � USE x LOT• 27 now or for G4�RacE _.. E`�-..-�- . DRAWING BY: AM .` RESd: 27 n-1 erl I ASPFytL7 DR 0 ZONE•R_ E John A Ba y now or for "agar 3 c PUBLIC WA I USAx LOT• 28 glivi I Donn CostQn erly CHECKED BY: MP 0 0 o i I RES1DENTi Linda zo v I �'UBLIC WA RAL I USE. REStDENTIgL 29 US7AX L0To3panZo APPROVED BY: MP PUBLIC wq ZONE.R_40 zO ESIDENIn IS PUBLIC WA TER I i SEAL &SIGNATURE: DOCUMENT I EXCEPT BY A LICENON OR ADDITION TO SED PROFESSIONAL ENGINEER IS A F NEW y VIOLATION OF SECTON 7209, !O 0 SUB-DIVISION 2,OF THE NEW YORK p1LOpr '1 I STATE EDUCATION LAW GRAPHIC SCALE �P S'' DRAWING No: uj 40 0 20 40 80 160 LLI N 1.SEA-Ft� ( IN FEET ) ��' - ��' �€1��`�� ,�'� V_ 1 inch = 40 ft. t �� Know what's below. Call before you dig. 1-800-272-4480 ARC PILO TA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 9 YAKey Civil\Projects\2023123200.-JMN Architecture_14300 Main Road._Mattltuck\Drawings'Key Civil\23200._2024.07.19_SPP2--SF'DES-.RPZ.dwg I _ , /� ; 11 Received z / I!, A � , n . I � n I(f or�e_- LANDSCAPE NOTES /,., * � I . " I,� .t . - . .. " , , 1, ;SITE, ' � /�",/, t . 1, I I " ,p F.. � AUG 0 5 2024 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR � ,/,5, _. , $ I 1. .�>" 01 6� I SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, �I 1�6, I I /�,,, -I /,/ .I e.�, I �, , , , UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. I'. _', . I 1'�, , , 11 1, 5�' , 11 I I.1 Zoning Board of 4P9111_9 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. 1.'�. ". *, I 11 . .. ,,, , tp I L : I I . " 1� . . . �/ __ -,I,II, "�%', : 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN,A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT .� I Af�� jr, .. �� "....-,I 11 < q - , V, z . _/ __ ------�� 11% "'I% THE DRIP LINE OR 15 FEET FROkAl THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY -,� . % ^',V- ... . � G ,...� .��111. .. �I I I \\ I :I, 11% , III- 1� I iI...%,-. i REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. 11 I', 1," , 11 25 1%. 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION V,r ,��',, , i�a N� ,I *�. I bASS I , \ .:."""% "... I ZONE. ��, , * X, 11 1.� ... %% :�__ /,V --,("-� -\ I _\ I I I I I' .:. %%,.. 11.% UI 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE STANDARD FOR NURSERY STOCK". ..��' lb� . M&II-at6ok, � /_� I BRK. 11 /4p I 7 ___41_� 1 ,*% "I.. -�� /' - '-\ \ I Ili . 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6')ABOVE THE NATURAL GRADE FOR I ,/ I . �:: 11 pond ,. �. 1*�.,*.% **I%. ____ \ PLNTR. x I TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE. ',',I _/ "I'll" I- I 14%. - -- _j_ 0 ) 9 I " /5�� %,11, V I 11"I% - - ,,I' I".........--- �- '\ \ _j 7. CONTRACTOR SHALL PROVIDE A SIX INCH(13")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING -.,./ I I �e 11 I I I ,�.� I ii. .. .::1 - I -_*N. - r- I I ' R . � ::1.1 , ----- AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. . W I I '11 ... .�1, "\ 0 (<r�l I I .�* I .. . - f r, L------- \ 1 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BE . . . ", Ikk 11 1�0�?1��o — � M ,` i ",Il- i 4 � x x j I INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN a t4t,I t ck k 23 �� \ I (0�11 yjy - I I THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING e4vSof f o I k-PAIItt, � ,�;_ 000' I 0 .� �� > - III �I L= .1111, I I \ SEASONS: ut ojv�N'4e , 6, �""', : -___1, '\ - qeV4� .11 - - , \ � `��o F , S w : I V /I V /11 ( 0 ) / , to, WETLANDS / i .S. 8.a.PLANTS: MARCH 15 TO DECEMBER 15 ..". Ii *1\ "\ I 0 ) \ �� R I ( 0 0 ) \ I/ \1e I pj S. 8.b.LAWN: MARCH 15 TO DUNE 15 OR SEPT.1 TO DECEMBER 1 o ::,; S- \, I . 1. M : V - - . 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 1.1 . I \�,- ,/F_____7��- �/ - E.A. 11 I = 1, III , < I ,I,"/, t \ � I PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S �4'1, _Z�r_`�......��.", . 11 I r- . I— ,�� I ..1. / I 0 ) -___1 ::E'_ I I DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. I.. 01 C I 0 �\ : .b" I,?", a) .. , C.C. — CD 1 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. I:- <1 � �, > PROPOSED SODDED--, -�f ► I \1 �', // � \ � , _d�> h -,,-�;:. , f AREA(TYP.) \ -- I I 0 ) I 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE . I 9 _,_1 k I \ E.A. _. *, ��_ - (% ,,'\ I I I.,,;�'_ 'If / AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY '.. ��.. . t, C I, _ I .11. 1 r 1k :., " . il 9 . �""'14' . �7"("11 N11 :__ OTS, ':l 11 , ,�=,� " .�:�:� '11, � I ","�g,�� -1 ,�,� �� OT.S. -IIIIIIIIIIIIIIII`� di I SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. 1'II> \ (I () '\ 24 1 __I E) .. - di — di • di � d-L di ro_;�, I 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE . Map data CiCI24 Terms Report a map error 1� I \ ) /_1 ,-- I,, '�o ) '\,- ,<� i APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE I -,�, - ,/ 25 P4 I ((�' \1� , INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND VICINITY MAP , -_ `�;o �� I APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. . (1, I T1 __, �-10 rc,r)l (�D I 1 12. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE () N.T.S. �, ,� � �_ 4S2 . I ,(__�11 '/1 ;_ I '. rcr;,, (% � I MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK, , __ ! I , ( I ,I'_ �,, ,,�__ 1, - ,\, q;s� ro-), 11 CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION PROJECT DATA r-) I -__ ,__ _'__ 24 PROPOSEDTIREE . POSSIBLE. ;> �_ " / `�;p 'r;13 .R. 14. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM SHALL MEET ALL CODE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 1i LLJ - 1 PROPOSED SODDED PROTECTION FENCE � 27835 MAIN ROAD \11L__� LI_ 15 P2 3 P3 5S1 _\ 20 P1� ,,--3 P3 AREA(TYP.) lcr�l REQUIREMENTS. P.O.BOX 926 I/ (2) I C E—15 P2 n * 0 1 � 3 P3 125 PI V -- CUTCHOGUE,NY 11935 /I 6S2 3 P3 I I--_ % ro�ll CD TAX MAP NUMBER..................... Dist,1000,Sect.1 14,Block 1 1,Lot 1 11 I 11\ .-,. - ' rCr�l SOD SPECIFICATIONS 22' I'll � C, I 4S1 - .. I:1 11 9.11' < IKO rcr), � 1.PRIOR TO SODDING,MIX TOP 4"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-20-10 SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 9.11, . 1 . 14 b I. . I ,,,,, 1�1 ro_�, . ,, I1, . . 11 : . .::.I :: , __ _0 . : .: �"-.j %� __. I I... .. I . I �.i ,� . . I , FERTILIZER SHALL BE APPLIEDATTHE RATEOF 500 POUNDS PERACRE OR 11 POUNDS PER 1,000 CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL Off IC (RO) 1: .�. . �, ,/ I - _ 19 94' .... 1. . . .: � 1�;p � " ..% :1 57 81' ; .1 AI 2S3 , 2SI I ::I . ..:� ��, .1 13; r-c� I. � I:. ...... I.... . � - : . S.F. LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: CURRENTUSE........................_ CHURCH .. �..... ��::I I.�i i.I ,% :: .III ... - :.:. . .. .� . .::' 11 5S3 I 1. ::. ii.. : I . . I I . (�;p , , I . �. 'I : I. .::� ... :�: 41 � 1k 1k 1k 14 �I]II:1 9 52' I ::I::::: I�:: � .1... 4 :1: III.:: 1S4 11, III. I . " � is � III: I . . :i:: 1; ;,, ;30 r<(� . ....V 1 .. �,� . . � ,, I") APPROXIMATE LIMIT OF PROPOSED USE......................... PARISH CENTER I 11 , ... .: . I . I : : �, I,� V �.:.� I..... :1 I�I ... .:I. . " �`i:. �. :::: .:I . .:: . ....I EINIEXT :;:: . 1'� � I ` , i.. ::I I ': . ,�., ..:. :1- ". :..�, . : �:. . . . U, , i i..:.., �.: SOIL TEXTURE TONS/ACRE LBS/1,000 S.F. * 'k 'k � .� I : I.: :Ii. : ::, .. iI� .: . .A ��. :;:::�: I. , :.I I . 1 1. ... .::� . . %: .: I "I: 1: .::::: 1: �i ::: I. . I. ...I I . : !.It CLEARING AND GRADE/1,11 '41 '41 11, 1 1 :IiI ., .,.I , � . : ::I;.�I' ::: � �. . :1 � I .: i. . a 7.: .I :� ..., I . . �: ��:�� I II:::. ,..;::: :. I ... .1.. �: ::7: . . 1. . :1 �:I ... , I .�:i: �� : : .: �I i DISTURBANCE+ -k 1k I ... .... . .�.::: . :: 1,1:1 ��i ::�ii. I'', I . . . - . II.: . :�::J I D CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 EXISTING FOOTPRINT............... 8,567 SF :: ... . . , .. � I -r:� � I :_ I .:� ��,,, ��:: I ::::� :�.:�, :::::��, � . I . :.:�� .:.:I '': , . , I: , - . � : . I :1, ::111 I i:i :.:I : I . . 1S2 S1 _4 :� " r( I :.F. :�.. ,..:: ... : :: i .... i:.�: � .. :1 . - SANDY LOAM,LOAM,SILT LOAM 2 90 If 11, I I ...11 .. . *11' W ') .. i : .I -_ ... ::1. i I I PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) � _ �=: �, I . ::::::: iIii..i. .. : .: .� . .. LOAMY SAND,SAND 1 45 - :� i i � I .,I I. . ��:: ... _1 ;.. :i�: I 11 ..:. �:: - IU') . . . I.: . . . . .. I�!:,- . I. .. I . .: . . .�:::. , iI:::. i.: . .1 .. : ,.: :-0 .: E: :: P_ I . . I� :I::: .:�:::� KI: I:I (0� :,:: 3 COVERED ENTRY:273 SF . I r- , � I�� : I III: . I ..'.� .i . : . I r<_F� I ,. :... . I : . : 1. I� I 1: : � . m:. I �. I V. ,� .11, ..5...: 3 CD I I LO ::�! I I I �.I. ;". :j: ...�: .:, . GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF f I . 1, ... .. I , .. .. : rcr), 1�zo ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE I . J: , ". . PROPOSED SINGLE-STORY PARISH � 1 :7 . , , :: 1 .: ". .� 1�� rcr . I ,,:: , '. :. (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF ... ...I I . .. . 7 Sl--,' ::.: �_ :,I:� ... � � ,m � ,/I + + I I I. ..:I I::: :I::� .1 .11: . CENTER WITH PARTIAL CELLAR . .....I I I . > , I ,�, I I III:. . ,: I II_iiii::. .: . I'll .:. . . . I .. � .. . I ro-), rm . ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. TOTAL...................................................10.528 SF , I I ... 1. 1: . I + + 1 : I:':�.: . :.::� : : j:: �. �i �1k �2 ::.�::: I.:v., � I 1: .I.... ,_� ,: ;: I I 1�;p .41 ro-), `�;o `�;p - I,: � � I � .. CELLAR:2,020 SF b . : . . - I .. . I ..� .. . . �: I <i� i.. . .iI , .i.. , .."� : ::�. :I:` : .. . .... ,.�:. :. i � . ...... : ,"'. � \ . 2.TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN - ;,.:' , ,��: SF I Ii: � �� f I:;.:, .�... . � . . FIRST FLOOR:8,508 . �jii.i ': :I.. I . =71 �-. : .I I . - �: :.,� .� 'FINAL MAP . = I 1p 1k 1k + 14, * 1k 1k 1k ---i j� * * * * .4, +L . — :::I . :,:: , I.. iiii I I .. I I i � * 0 . ..::� .. . I... 1. :i ii. � . I . 1 I DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. ; !�III .11 I :r :11 . : _j,:. :%.� : * 1j, * * I L� i ii... . ,, i rm . �� 1 � . .;I: :�I III . COVERED ENTRY:273 SF � . . I ,I * * * * "I, "I "I * * I" - . I I . .�:...: .� �,, � . . .. :�::� I'. rcr;�,1,f, .�.I:% I: ..:1 .: .:.� I, �: � . - .� i.. � : I : ,- I .:� '. .. . ., :: � ;: : I n�� .: I 1I . � . + + 11, 1k 1k 1k + 1k 11, IV " I ��%::;� z:I1 . �. ...: I . : - -k : � I:� .� ; -I, , :�: _)I1 I 4 , I.: ..i. . I;...'i I ... I I i . ":ii ;, I I . :.::: I. ro - 3.SOD SHALL BE SOD"OF OTHER HIGH QUALITY CULTIVATED SOD. ONLY MOIST, i i .�:., ,,::: :I:. ..:. REVIEWED BY ZBA . . I.i , 1:� I I. �! . I .I .1.:1. .. . 41 * I. ,;:::.:: I.ii. :: I � 1: :ii� A.; I ". .1. I .:, . ILI * + 14, `I, 11, -41 1k + 1k * . � I :� : I I .I::. I I I p . I ... ro� � �w FRESH,UNHEATED SOD SHALL BE USED. IT SHALL BE FREE OF WEEDS AND UNDESIRABLE . � " I -4, .....: I .", ..�: : I .. I . .. ::_ II, 4, ��..� I ; ..�:� .. I ..� . .. i: . 4-1 � � 11 .. ..I �. ,�i. � � .�. . :: ii . � - - ��.: , I ,� � . �. . . , L,r) _7q (:I Q C 1k ( I,". I ::::: q;_0 ��. I COARSE WEEDY GRASSES. IT SHALL BE UNIFORM IN THICKNESS,APPROXIMATELY 518 INCH, , ::�: .... III.. iii.i 1. I + IV IV + I ::I: ,?". . . : I I:. I :i_, 14, 11, 14, 14, 14, 11, * * + e'," :8! PLUS OR MINUS 1/4 INCH,AT TIME OF CUTTING(EXCLUDING TOP GROWTH). SOD SHOULD BE � DECISION# — � * �.Vll i,,��::: . .. i_ . .. , .: I . 11 ' ... . �. I. V�" ,�' Ir-1:I �::.� - i.i . . . I .. I : IIII- ��.... I I I . . I III.i: �. . . ;.:� 1 -7 N I , .... ...... ..i:ii :I. , -- . A I I i :I::�. :�%I�l i.... I �:, ,:: �,�P. I�� :� .:: i + * 1k 1k 14, 11, * 1k 11, ID . ---I 11, ,I :.: .. , � ��. DATED: I ; ,: : . . ,W�;'. ::r, Ole VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED — I .. . I I .... .... : : -0 I � ...... ...... .. 1. .00 ;:.:;: . :: e - TP — TP . T , -_ V, - - ::::.�I ,: � I.i, I I I I# EL. 25 ,�. . . _ TP - TP — _I----- I I , :I .i.. -I ��: � :::97�pr ,JF.F. .1 ,I 1, , .�.,�� ,; � ,�, .I IV * * * * * 11, 14, 'k ,�",, .:: .I:i. I . .. . . :�i�. :1� . * � — — — 1k 14, � .. ::: .: , ... .. . " I [ GD- — -LCM- LCGD- — . . I . . . .� .. ... . . I I f ... .: . al Go ......................, 11 -y1C LCGD VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP. BROKEN PADS OR - , -11"I-I"I'"I" W, .. . 40,23': :- 1k k . I!� i —E--r- __ � -...... I ::: .. 14, 14, � * � * + 1k I I, \1 * 41 � * * � * I ;III: . % 'L !I �� -T� TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. . � . . � - __""""" L_ -E , .V1 I 1k * 1k 1k I * 'k * * -41 -41 41 + IP 1�- IV 11, ILI 41 IV ��57: * 1k 41 * 14, 14, 1k 1k " ( — * * 11- F_ ", 1k + 1k 4, 41 41 141, .4, `/ .41 1k + + * 4. "I + ,p * + 14, ILI * ILI 41 * * 41 IV `11 1p 41 IV + + 14, �_ .,�, � . 9 - �� - 4.FOR DROUGHT PRONE SITES,A SOD OF TURF-TYPE TALL FESCUE AND BLUEGRASS SHALL BE USED �__/ 11)z 1k 41 14, 1k + 1k + 41 1p 14, ,,, *_* + * * ILI .41 14, JE 141, * + � 14, -41 w 4—. INSTEAD OF STRAIGHT BLUEGRASS SOD. IV 1k * 1k * 1k 1k IV 14, * 41 + .41 + -41\0. IV + * 24 - - - - - ,1, * - - - I* 1p . -,--,-;, I . ;.,� 14, 1p .4. '41 -41 �k 1p "I 41 IV 14, 14, * * .��. ..... - _G _G ; 1 5.SOD SHALL BE HARVESTED,DELIVERED,AND INSTALLED WITHIN A PERIOD OF 36 HOURS OR LESS - G G G— — I �...... I — � ,�, - 11? IV W + * * -41 � � � � * 1k * * � * P , I 4, * _W "' w ,I- /,—G--G G _____G_ r(rx lk * 141, * //�.v , '. - " ,,, IV , � . 1� :V I ] DURING SUMMER MONTHS. (0_x �w * * 1k * �0 - . �,��Wk � "y � W* � ___�k * W� � � � W � � � 14 �rz W _-W CD IV '41 � � IV � * * * \� ,4, ,&`,V�5, 4 , , /-"\ r')D p I 1k + ,,�, of / /_,�1., > / / / -. — 72*"`F�7 — -Lcm 1 6.SOD STRIPS SHOULD BE LAID CA THE CONTOUR,NEVER UP AND DOWN THE SLOPE,STARTING AT �6 ro N�� ___Ip ZV- 4' * '4' 'V - '�' 14, 14, I -, 12 T2 � - P� , .., I, 1�w * 14, * 14, ILI 11, 1k 14, , k�,11 "" THE BOTTOM OF THE SLOPE AND WORKING UP. DURING PERIODS OF HIGH TEMPERATURE, ,V * + ,V IV � 11, 1), + � IV IV .41 + . .,".4", =1— — / I SEPTIC TANK %111� 14, " — � * 11, 11, ,4, r TP — TP-:03"- TF_I___ S LIGHTLY IRRIGATE THE SOIL PRIOR TO 11,1STALLING THE SOD. PLACE SOD WITH SNUG,EVEN 4 'k * * " '* * 'V 'A'..� ,,- ,,, .4, ,k ,4, + -41 IV -J, I * IV 1p * ,,� ,p ,4, ,�, ,4, ... .., : I i ,ell,-I,"1�..., / , 1�b * � -41 IV 11, W � , ( 0 ,1,) ,v + � "V ILI '41 11, + "'.* 10 STY. C S I JOINTS THAT ARE STAGGERED. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING INSTALLATION TO � .0. . 11, * PROPOSED HYDRO '11 * IV * * � 1k tl',��,,�. ro'), I/ ENSURE SOLID CONTACT OF ROOT MAT WITH SOIL SURFACE, � I rcr), %*__�:�.4 . . . . . . . .\ - � ... ... - - _05._�Ilr " � �_ . -- — — ns � � lk * * * * 14, 1/�. * 'k * 1k q. SEEDED AREA(TYP.)v ,i, * � � � + ,p * *111" ro�ll .D. - 18'0x12'L.P. � W .. � . I luo � * W 1k * /,.,I�..�;''+ ,..y �� ON SLOPES THAT ARE STEEPER THAN 31.SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, I . A� I, "I - .I. , � -41 * I * -41 _�- 4- /,.d- 7. WIRE STAPLES,BIODEGRADABLE PLASTIC SPIKES,OR SPLIT SHINGLES(8 TO 10 INCHES LONG BY t >- .__ e 14, .1/ 4t- `/, / , 41 ILI IP * IV 11, '11 * w 14, -41 ,C ,,,�, 0- I__ _1��- ,i,%. ,�":, . �1� i,_ ��,r� . LLJ 3/4 INCHES WIDE). ANCHOR HEAVY JUTE OR PLASTIC NETTING TO THE CROWN OF THE SLOPE ro-), PD ,4, fl"f I,� Cn - - � 2 07/19/24 AM ISSUED TO TOWN ,,�',;`-� ,� ,�,', LI_ I .1 , �;,",' - (_5 C-) FOR PROTECTION OF LIFTING AND UNDERCUTTING OF SOD.U . . I 14eUl"5 *,, I- ,� �k) - - r<r)l - I 11, IV , 1k � n, C� �z_-,_, ��- -, /L, :2: V) 7; �� rp -, * 14, IV 14, * * * ,Ilk GP.,..,W �i� F__ C14 W LrIl 1 8.IMMEDIATELY FOLLOWING INSTALLATION.SOD SHOULD BE WATERED(NOT DURING PERIODS OF 1 1 05!14/24 DID REV PER CLIENT COMMENTS rcrx -+ * rcr.�, S:�o "C-� I ATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF I NO. DATE BY DESCRIPTION -I.........., - W.W.06 >< , ; INTENSE SUN)UNTIL MOISTURE PENETR - 0 �� rcrx � �., -LCGD- — -I = " CD/ C�l C-) I i . I I I r(,rx li;p TP ,_ TP ---- TP ' 'TP �� 'S Lj LLJ lr�_ C-) INCH, MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS. �p � C1__ r-:1I C) PA ,� r(rx 01 `�Ld C_j/ 6 Cl- REVISIONS I I HYDROSEED SPECIFICATIONS I�w . B.B. rm - 1.PRIOR TO SEEDING,AREA IS TO BE TOPSOILED,FINE GRADED,AND RAKED OF ALL ,.." ! , rcrx � 1�. . rm C�;� / 1 ./y / DEBRIS LARGER THAN 2"DIAMETER. , �� , � . " rcrx cp, — — — I .; '. i� 1�zo I : . . . '� " N 3?". �� F/ W/ / W" r(T), IS RECOMMENDATIONS AND INSTRUCTIONS, _.I .1/I, IL/ " / q�o / - I r I /7j// 2.PRIOR TO SEEDING,CONSULT MANUFACTURER I� # I I . .. %0 .p. 10 I ,I I ... I �� r(-rx �� r�� 3.SEEDING RATES: , I I. - - . : / ct� � ........ -:1 %� 1,3 ..:: I rcr), _< Lx� �.. GRAPHIC SCALE 1 STY. _. , 1I �,�>� ; , ro'), / CD CN/ PERENNIAL RYEGRASS 1/2 LB!1000 SQ FT . ; q;o `�� r(yx � EXISTING� r<_r� `__� ��. 20 0 10 20 40 80 VI C/ L1_ KENTUCKY BLUEGRASS ILB/1000SQFT / FF27.67A-7 W . . . . I ] GRAVLEL/DIRT DRIVE _--_------. I I RED FESCUE 1/2 LB/1 000 SO FT C.01,1111H. F."Wrl PINFEMERIr"i OF, I I INEM-7nm=3K�21�: L-17397111- i SPREADING FESCUE 1/2 LB/1000 SQ FT 654 BLUE POINT ROAD, UNIT B PLANT SCHEDULE ( IN FEET ) FERTILIZER(16.32,16) 2LB/1000SQFT LIQUID LIME I GAU800 GAL.TANK HOLTSVILLE, NEW YORK I 1 742 TREES QTY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH I inch = 20 ft. TACKIFIER 35 LB/800 GAL.TANK (631) 9151-0506 TI 1 LAGERSTROEMIA INDICA'MUSKOGEE'/CRAPE MYRTLE 10-12' 20' 15' FIBERMULCH 30L6/1000SQFT www.KeyCivilEnginsering.com T2 12 PSEUDOTSUGA MENZIES11/DOUGLAS FIR 6-8' 40-60' 12-20' NOTES NOTES: 4.GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO SHRUBS QTY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH 7 ENSURE ALL WEEDS ARE CLEAR FROM AREA BEFORE PLANTING. 1, THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. PROJECT NAME S1 12 BUXUS X"GREEN MOUNTAIN"/LITTLE LEAF BOXWOOD 24-30" 4' 4' 2. SOIL MUST BE MOIST BUT NOT WATERLOGGED DURING SEEDING. DO NOT SEED MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. S2 12 BUXUS X'GREEN VELVET/GREEN VELVET BOXWOOD 18-24" 3' 3' IMMEDIATELY AFTER OR BEFORE A STORM WITH MORE THAN 1/4"PRECIPITATION. 2. SOIL AMENDMENTS: ROMAN CATHOLIC CHURCH OF THE SACRED S3 6 HYDRANGEA MACRO.'WEDDING GOWN'/MOPHEAD HYDRANGEA 30-36" 4' 4-6 3. FOR TOPSOIL AND OTHER NOTES,SEE SPECIFICATION. *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY S4 4 TAXUS BACCATATASTIGIATA'/IRISH YEW 54-60" 12' 5' VOLUME)OR GYPSUM NOTES HEART PROPOSED PARISH CENTER NEW TOPSOIL, *MODIFY EXTREMELY SANDY SOILS(MORE r THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER 14300 MAIN ROAD -I..-,-.�---,--�-..�....-.�---�--..--.--.--�-,.---�--.--��.-.-- SEE SPEC, LOAM UP TO 30%OF THE TOTAL MIX - LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER PERENNIALS QTY BOTANICAL I COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH TOPSOIL DEPTH "or RFW,r_71xp,W,41?wlr:qq?m,�_., 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MATTITUCK, NY 11952 TWWY!�-��-M-.-�4_-q1pk�:�mptW_"- I.... .,.. Pi 145 LIRIOPE MUSCARI'VARIAGATA'/VARIEGATED LILY TURF 1 GAL. 2' 2' i'.,,.,.,-.-%. .I.; ..�*_..., .". ... - ..!r7lwml� MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. . . SHALL BE 4-6"DEEP ". .:. ".. I..."W, I ."....."'.-401.N. .. .. .... .$. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK P2 30 ALLIUM LUSITANICUM"SUMMER BEAUTY"/ORNAMENTAL ONION 1 GAL. 2' 2' . **�.^...* .. I.,—'..,• ..- .. ,- ':-•, .-'�.,."* .:..- I IL AMENDMENTS: :I ;- �I --I, . I .I I I, I;..... I, . I- � -- -I -��.- Tf- 3.1. MODIFY HEAVY CLAY OR SILT SOILS MORE THAN 40% CLAYORSILr)BYADDNGCOMPO COMPOSTED 1,I �� P3 12 ROSA X NOATRUM-PINK/PINK CARPET ROSE 3 GAL. 3' SOIL SURFACE I- - _ I--�1....i. .: . �._J DIST.: 1 000, SECT.: 11 4, BLOCK: 1 1, LOT: 1 4' ..I . I I...�: `� �..'.`. I�;` �.'r�--� f SPACING CHART I S I I : � , ,� . ,,. __ : ,- . F M I....I: :�...I.t.--my....i�_�pl.',;.,%,�� P4 25 HEMEROCALLIS'HAPPY RETURNS'/DAYLILLY 2 GAL. 25 2' ROUGHENED TO I,' _11.1 igq�m .I I I UNDISTURBED NOT TO SCALE SPACING"D" ROW"A" BARK(UP TO 30% BY VOLUME)OR GYPSUM BIND WITH NEW SOIL SUBGRADE 6"O.C. 5.20" 3.2. 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 DRAWING TITLE 1 8"O.C. 6.93" PLANT SCHEDULE LAWN PLANTING DETAIL D < 1 01,O.C. 8.66" AVOID PURCHASING TREES WITH TWO LEADERS 12"O.C. 10.40" 1, OR REMOVE ONE AT PLANTING:OTHERWISE,DO � NOTES: N.T.S. — D .-,L_ 15"O.0 13.00" � I.r I NOT PRUNE TREE AT PLANTING EXCEPT FOR ...2. 1, FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF 18"O.C. 15.60" . . SPECIFIC STRUCTURAL CORRECTIONS LAND"SCAPE PLAN POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER DO NOT STAKE OR WRAP TRUNK . . 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTED ON CENTER(SEE SPACING CHART) 24"O.C. 20.80" I.I 1. I �. SET ROOT BALL FLUSH TO GRADE OR SEVERAL I11� PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. NOTES: 30"O.C. 26.00" HOLE SHALL BE 2 112 TIMES THE WIDTH OF THE � 11 INCHES HIGHER IN POORLY DRAINING SOILS 3. SOIL AMENDMENTS: 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF m� 36"O.C. 30,00" . DATE: 05/03/2024 *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. . I ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY VOLUME)OR GYPSUM 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT FROM TOP OF ROOT BALL SCALE: 11I=20' 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. I 2"DOUBLE SHREDDED HARDWOOD MULCH PLACE MULCH IN CONTACT WITH TREE TRUNK) UP TO 30% OF THE TOTAL MIX AVOID PURCHASING TREES WITH TWO LEADERS OR 3. SOIL AMENDMENTS: � ,I I I�11, ___ _(DO NOT PLACE MULCH AGAINST THE BASE ROPES AT TOP OF BALL SHALL BE CUT AND 4"BUILT-UP EARTH SAUCER PROJECT NUMBER: 23200 REMOVE ONE AT PLANTING:OTHERWISE,DO NOT 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY a ..:-�,�,.,* I--p I I. �, '. . .., _ .. - BACKFILL SOIL*1 PART SOIL AMENDMENT(BASED : " *`* **' -_:I;_ OF THE PLANT) I-.1...,-.C. .�j I .C. .11 V ".--." ;I, ..j. REMOVED, FOLD BACK TOP 1/3 OF BURLAP. ALL - , . . ... i.I�..... 11'i� I .. " " -;, ON SOIL TEST)-3 PARTS NATIVE TOPSOIL DRAWING BY: AM 11 PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC VOLUME)OR GYPSUM :�:Ii:� .,."..:"� -, '.. --- . � ----: - GENTLY PULL ROOTS AWAY FROM TOPSOIL NON-BIODEGRADABLE MATERIAL SHALL BE, I � .: .1�%_ I I III- :: .1 ......I:....m STRUCTURAL CORRECTIONS - ::-�; - I'- 'Z.' - .... 4... . , : .III,� *MOCIFY EXTREMELY SANDY SOILS(MORE THAN 85% AND BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY __ .: . -, . j;; i..1. - ... - •,% --. MASS WITH FINGERS .. 11 _ .. - . -_;�!_: ...., �: :,I : -1 . �-,`.: ..... 1111II: , -I REMOVED. P-:,j ; . .. I: a., . . . ...... ... ... I" ,. �:I V . ..� I ; -� .. . !;I': . . I .1 � I 'I , -. . .. I .. I LOAM UP TO 30%OF THE TOTAL MIX 8"TO 12" i::," ,... - .. . - . .. ;i:'�' ...:yn - .. ER THAN ROOT BALL MP DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES I--j.",.":. :-A .; J.... ��, ::fi__. ......... . :: -_ I =:t4-6"DEEP CHECKED BY:. '. . .1-1: - ;::., . . ,:II--- . *�.,'., III��, .j;7.�II... . . .... :4..'." :� •:- . ... I - .* . BACKIFILL SOIL I PART SOIL AMENDMENT I :_.I%:v,I I� �.� - : - .*. -*,:,-,,*: - .I. , " . I ':_, . . - ... '... "..:" .: ... m.;�. ;:::: . il ..:::I�i� I!:: I. : .. . .:I:: 'r-rr:H:e e�j: ...I" . o 0 -: _ I I I fE ;:' HIGHER IN POORLY DRAINING SOILS � ... .. ;t* "- ---.1 - UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL , ,I.:,- : ...- I . (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL -, . 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOTE KIRI ,�:::: , �i-��:..._ ;.`,�; I...... ..H� . ;:;I::: ,• : :�_::: APPROVED BY: MP L.,-::.I :;;II.::: :,**,.*j I; :i�: - ::;:::.:: I: ..:...�I : � j ;: ::, j . C> - 11, I. - _1 J-1- ::- 1-1 ,:,Z.:,�_:, �-; I'-",� I:.: ..I�7-------------UNCISTURBED SUBGRADE . -'%I*,') ... - PLACE MULCH IN CONTACT WITH TREE TRUNK) . CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM ,, .. , DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE ALTERATION OR ADDITION TO THIS HOLE SHALL BE 2 1/2 TIMES THE-, ., TOP OF ROOT BALL ROPES AT TOP OF BALL SHALL BE CUT AND TOP OF SHRUB ROOT BALL SHALL BE SET FLUSH WITH SEAL& SIGNATURE: DOCUMENT EXCEPT BY A LICENSED FINISHED GRADE ov NEW �,, I PROFESSIONAL ENGINEER IS A WIDTH OF THE ROOT BALL I REMOVED. FOLD BACK TOP 1/3 OF BURLAP GROUND COVE R/PEREN N 1AL/AN N UAL PLANTING DETAIL REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 VIOLATION OF SECTION 7209, 4"BUILT-UP EARTH SAUCER ALL NON-BIODEGRADABLE MATERIAL SHALL 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT N.T.S I SUB-DIVISION 2,OF THE NEW YORK k TREE PLANTING DETAIL '213 11-01- �\ STATE EDUCATION LAW ROPES AT TOP OF BALL SHALL BE CUT AND ----_ BACKIFILL SOIL'11 PART SOIL AMENDMENT BE REMOVED. PLACE MULCH AGAINST THE BASE OF THE PLANT) A� I 9-r- . REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL . (BASED ON SOIL TEST)-3 PARTS NATIVE TOPSOIL N.T.S. C-2 ,�Y * DRAWING No: 1: I 11-1- � - NON-BIODEGRADABLE MATERIAL SHALL BE ;;.,I]!,_;;;; ... - PLANTING HOLE SHALL BE 12"TO 18" -,,,...,� .......... ...., � . . - 1�-�J I 1:7-� ,.,._-, ., -1 I - I'll:U ,; :.. . ..... "...W. .....7'.. - ..:"",:`�, i: ,-I CONTAINER-GROWN PLANT WITH ROOTS PULLED OUT I ... ,111. ...... .!Y rr 1.11-I ,.1). , ,; : I . I;.....I I - , . t .�� _i� ... . .. , 1. , ,..;, REMOVED. ��i:�i�y -- .." ....:,i DEEP. FOR LARGER SHRUB ROOT - - ...I * 0� -'/ "i-i.,--, :., . I. dk,:�IJJ.-, �. :. .. - . I, OF BALL �.".I.Hi: -- 11.1.�...- -13"DEEPER THAN ROOT BALL BALLS,MAKE DEPTH MIN.4"DEEPER :__ , t-'- - ,- ,k. I.- ,.I 1, ....:..�. I.: I- �,--1 1, � 4 1 I,:",I .;. . :I,I � ... : - - - 4: 1�.1� . . ' ! F.. - r ...:..,:-..*:.. " I ,�:::. .....::. %:I�"I LU �I rE]I!�_:... .:::: ,'. '. . .1 . :::;.: �� ?V - TVA . - TE,�D,:j 11j; ;....... .. .. .. .. . . . ,I I: BACKFILL SOIL*1 PART SOIL AMENDMENT(BASED ON 1..� ` F:: .�. L) .. :: I - �. :. �!-,-. ... ., --,*.:.k *' . .... - - .�-"-I;"I -Im�: ,;�I,-- �' THAN BALL. I I,: J�!Li i ..: ....... .. .. , .... , . - .. . :::, k. . I. , fg, i ,j ... ..'_-`z1-` - -- --i ..., '.�!_ . . .41`14 �Nx z .. , I, . . . . ..... =......... . 4, . . , . � .. .4� . :1 *, . ..1.Al .. "..�;.I - , . . I:� -3 PARTS NATIVE TOPSOIL ... ,fp: `�;I 711* _%� . � I- :I.% .I- I I :::,..� ,�-, �.. - -�: %.. -I _ -/ TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL .. . � -. .. ., ; . :: . . - _ ,__� ,__"�,ja� UNDISTURBED SUBGRACE .�. :1 . -; ..:-.., ". SOIL TEST) _ ., :a - . "'. 1�., . 1 . - I =I� . , - :_ --- 'I *::: :'' I i�::::, ;I :::: i.� .�.-,( ,.:::::..�I� , 43' , '' . :, - .. - H: I:;: I- --I � I I:, - � -I . 0 BALLED AND BURLAPPED PLANT �,,, III: - : �i: ��ii� .:;::�i%_. :il:.�:;. �i;:;_ ....I I I....�i,.::J� ....IiI ." :,.��:.... I� I�:::::�I: ...... ......I I. I, .;rde_ . ..... . - I I:-- 7. _% : I SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE -,1: � :,:;:::I "- -- I - _IIT -4 I � �:�o �$110 I �I; -H � f __`:1:: . :m:::-I ='HI, ..�11"Il""; �. I ,, DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES . .....:-,L,�;: ...I11 ..... .:�I,.:J ,* � " C-3 11, -� ,4�)I - • . 1 : . , UNDISTURBED SUBGRADE . I " ' . �YOFJZ , -i. I I; I REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 SOIL SURFACE ROUGHENED TO BIND REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 Know what's below. . ., ..__ mi-1-- 9 , / I ,,)� '--. �� **_------ I , -/ %,. T1 �� 1--_-.1�', — , ( 2 �,_:,.,� \ 0 1 7 — ��l U /_ -11` O/ I I 11, EVERGREEN TREE PLANTING DETAIL WITH BACKFILL SOIL. DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL Call before you dig. .— N.T.S. N.T.S 1-800-272-4480 !? MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1081558 3 OF 9 YAKey QviI`Pr0jects\2023123200_JMN Architeftlre..14300 Main Road..MattItUck0rawings%ey CiviIT3200---2024.07.19...SPP2--SPDES..RPZ.dwg V� 77;� C5 '),60 ). GRADING & DRAINAGE NOTES ALK 25.75 clr� sir /C14 2r,.46 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. > 25.74 LEGEND 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: Received .2' EXISTING ITEM PROPOSED a. ROOF=1.00 > rcpl-- 25.86 b. PAVEMENT/IMPERVIOUS 1.00 25.87 16' PROPERTY LINE 2537 C� EXISTI c. LANDSCAPE/PERVIOUS O�30 VN AUG 0 5 2024 ONE S' BUILDING 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS GRAJ F_ i - C3 1,, Zoning Board of Appeals MAS. CHzs A 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68.42 CF/VF DOOR Varrateliokb EN/EXT poilid 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 #143 CONCRETE CURB INCHES. "Ol "OUR LADY CONCRETE 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE II 25.36 03 R.l COUNSEL R., PAVEMENT • LOWEST INLET IN THE IMMEDIATE SYSTEM. N mm 'it" k ffill .40 CON . WA 'm k k ASPHALT PAVEMENT '0�1,4ff"W 7. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE(EL.2.75)DURING FIELD WORK BY SOIL MECHANICS ON DECEMBER 5.44 \�iAC* HYDRO SEED 14,2017. Sul 101W LI_ 2 0 WETLANDS > LANDSCAPE AREA L 0 rcr)l C, BOUNDARY 25.52 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE p \ Ln .0 SOD LANDSCAPE TOWARDS AN INLET(LOW SPOT. 2-3' AREA 25,29 /2.5 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE IZD.36 x FENCE END OF CONSTRUCTION, R.D.0 WALL 10. ALL ACCESSIBLE PARKING, CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 45, V REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11 25 -ACCESSIBILTY AND ICC/ANSI A117.1 -2009.ACCESSIBLE A 10, 1 "', ��11.,Ir."I, UTILITY POLE STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT dap p data 02024 Terms Report a map error wl BSMTF4 LIGHT POLE EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. HASL ENT. 11, LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE VICINITY MAP SIGN N.T.S. r-\,J OT.S. CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF m- CONSTRUCTION. 0. FIRE HYDRANT > i i I\ \ 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. R. PROJECT DATA > ow WATER VALVE 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 24,44 27835 MAIN ROAD 19 x GATE ffm INLET 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL P.O.BOX 926 4 -3 PUBLIC. STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND . CUTCHOGUE,NY 11935 2.4.47 ""� 1LULEIT, DRYWELL REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE TAX MAP NUMBER..................... Dist.1000,Sect.1 14,Block 11,Lot 1 OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN CONNECTION WITH THE WORK. SITE AREA................................. 242,298.52 SF(5.5624 Acres) 24,27 DRAINAGE PIPE 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 24.42 \ \ CURRENT USE........................... CHURCH 24.40 SANITARY MANHOLE COVER PROPOSED USE......................... PARISH CENTER �' w I ' EXISTING FOOTPRINT............... 8,567 SF GAZEBO CLEAN OUT STORMWATER DESIGN CALCULATIONS PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) SANITARY PIPE SITE AREA=242,298.52 SF(5.5624 ACRES) COVERED ENTRY:273 SF TRIBUTARY DRAINAGE AREA=43,130 SF GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF 24 SANITARY BUII DING AREA=8,492 SF (WITH'/AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF '24 STRUCTURE PAVEMENT!I MP ERVIOU S AREA=11,850.70 SF TOTAL...................................................10,528 SF 24.4 24.4 PERVIOUS/LANDSCAPE AREA=22,787.30 SF ~ _-- '� ' -W- WATER SERVICE -W- 23 PROPOSED 15'0 TRIBUTARY ARI-A'A' FINAL MAP E TC 23.90 L STORAGE REQUIRED BC 23.90 HDPE PIPE @ 1.0% FIRE SPRINKLER F SLOPE(TYP.) SERVICE IMPERVIOUS=11,850.70 SF x(3"/12)x 1.00 =2,962.68 CF REVIEWED BY ZBA PERVIOUS=22,787.30 SF x(37112)xO.30 =1,709.05CF .05TOTAL STORAGE REQUIRED 4.691.73 CF 2-4.4 PROPOSED 115"0 23.90 24 CRASS GAS SERVICE DECISION# 01 te-0.5f, HDPE PIPE @ 0.0% 1, -E- UNDERGROUND STORAGE PROVIDED 4a� E USE FIVE(5)10'0 DRYWELLS WITH 14.0'EFFECTIVE STORAGE DEPTHS DATED: SLOPE(TYP.) BRK. ELECTRIC SERVICE 5 DRYWELLS x 68.42 CF/VF x 14.0 VF=4,789.40 CF TAPER CURB TO �2355 . . . . . . . . . . .. .. PLNTR. ZERO REVEAL IN TC 23.95 - . . . . . . . . . . . . .�9. il )_ - - -\ PROPOSED 15"0 1 SPOT GRADE A-am 4,789.40 CF IS GREATER THAN 4,691.73 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. THE LAST 2' BC 23.45 'A-.3 . . . HDPE PIPE @ l Ix.. SLOPE_ TRIBUTARY AREA'B' GR 22.85 TOP/BOTTOM OF . . . . . . +---FTC 00.00 STORAGE REQUIRED . . . . . . . . . . . . . . . . . . . . . CURB ELEVATION ELL_00i ROOF=8,492 SF x(3712)x 1.00 2,123 CF FS. . . . . . . . . . . . . . . . . . . 41' . . . . . . . . . . . . . . . . . . . . . . . . . . . CONTOUR 157 PERVIOUS=13,804 SF x(3"/1 2)x 0,30 =1,305 30 CF 1,q TOTAL STORAGE REQUIRED =3,158.30 CF . . . . . . . . . . . . . . . . . . . . . . . . . . . -7o, . . . . . . . ... . . . . . . ...-- GR 22.35 . . . 5 • . . . . ..N . . . TELECOM MANHOLE If STORAGE PROVIDED A 5 . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .Is A-2. COVER USE THREE(3)10-0 DRYWELLS WITH 16.0-EFFECTIVE STORAGE DEPTHS A-6 0` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 3 DRYWELLS x 68.42 CF/VF x 16.0 VF=3,284.16 CF (10,MINI) W• . . . . . . . . . . < E.A. TREE 3,284.16 CF IS GREATER THAN 3,158 31,(.7,THEREFORE SUFFICIENT STORAGE is PROVIDED. Tr.9'A 75 .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IF . . . . . . . . . . . . . . . . . . . . . . . . . 23.85 BC 23.25 (TYP.). . 1-1 .-< * . * , , , * , _\ 1___' LIMIT OF CLEARING r- ' ' * ' . /. . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . e . . . . . . . _ _ _LCGDJ 23.9 TC 23.85 .. . . . . . . :,-. ^ : , . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . &GRADE 13U Uib . . . . . . . . . . . . . . . . . . . . TC 23.55 TIC 23.85 DISTURBANCE . . . . . GR 23.05 . . . . . . . . . . .\ * * , , TC 24.00 TC 24.45 1 U 64.15 E.A. ,N .x. . . . . . . . . . 5 BC 23,50 TC 24.45 BC 2j.95 . . . . . . 23.95 - 2395 . . . 'AA .9A. . . . . . . . . . . . . . . . . . . . . . 24.00 BC 23.95 9A . . . 4. A-1 2 07/19/24 AM ISSUED TOTOWN A -XI- 90. . .... . . . . . . . . . . . TC 23. TC 23.80 1 05114124 DID REV PER CLIENT COMMENTS . . . . . . . . . . . . . . . . . . IF\ TC BC 23.40 IC 24.25 . . . . . . . . .2.2.8 TC 24.75 TC 247, NO. DATE BY DESCRIPTION F REVISIONS '4 TAPER Cl TC 24.25 BC 24.25 L-Li ZERO REVEAL IN �p III .. . . . . . BC 24.25 A THE LAST 2' 24.80 4.8 • WSW moo A 41 m 24.80 .4. 41 VA l OF 25.00 9.111 A00 5.00 25.00 ICA24.80 2S '� � i . RD QRDDRAINAGE STRUCTURE SCHEDULE Jm 0 25.0 RD IE RD j 00 24.9( /ExT OM INVERT IN C A STRUCTURE EFFECTIVE TOP OF BOTT VERT STRUCTURE TYPE RIMIGRATE r/,I V I L r7l.11F 011.7. 1 r,]E E 2 R I r,10 NUMBER DEPTH RINGS OF RINGS IN OUT q.. rl PROPOSED 2'-6"x 4'PRECAST CATCH BASIN WITH FRAME 6134 SLUE POINT ROAD9 UNIT B 25 AND GRATE --- 23.05 --- 19.85 ro A-1 HOLTSVILLE, NEW YORK I I 74P. 14' 23.50 21.50 7.50 19.50 19.50 Im A-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 0 (531) 981-0506 .4 Isl PROPOSED SINGLE-STORY PARISH 41' rcr�l E m A-3 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 23.60 21.50 7.50 19,50 www.KeyCivilEngineering.com CENTER WITH PARTIAL CELLAR 19.50 25.00 �24RDJ,, it :n_ CELLAR:2,020 SF 4, LjLl PROPOSED 4'0 PRECAST CATCH BASIN WITH FRAME AND A-4 --- 22.85 --- --- ... 19.95 .. ....... "1 -41 FIRST FLOOR:8,508 SF GRATE .... .... PROJECT NAME z Lu ::! V _j .. .... ............. ........ GRATE ❑:.:•.,..:: ROMAN CATHOLIC CHURCH OF THE SACRED COVERED ENTRY:273 SF 25.00 *--� *\ y -4, -4, 1 I PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND 25, A-5 14' 22.35 20.75 6.75 ... 19.00 ..... .... . .....I ..,i..,..........., .........-,... .... . ... ...... ....... ....... 25.1 6.75 18.80 18.80 A-6 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 22.85 20.75 HEART PROPOSED PARISH CENTER -PROPOSED TO + 4, ........ 14300 MAIN ROAD 41 "s, 'k ER 5 8.80 --- k=v/1 ........ ... ................ .. C." ....... HDPE PIPE @ 0.0% A-7 PROPOSED 10-0 PRECAST DRYWELL WITH SOLD COVER 14' 23.25 20.7 CP SLOPE(1YP.) MATTITUCK, NY 11952 . . . . . R6 0 97.2T + 250oTOWN OF SOUTHOLD, COUNTY OF SUFFOLK RD. RD IV 40.23':� LCIll�77 ...... 1 u + RD a I DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 0 B-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 16' 24.45 21.95 5.95 19.45 19.45 2500 PROPOSED 6"0 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND HDPE PIPE @ 1,0% '41 B-3 16' 23.75 21.95 5.75 19.45 24 + GRATE --- W DRAWING TITLE rcr C, SLOPE(TYP.) PR IOSE 15"0 G� G G G 101" HDPE PIPE @ 0.0% '41 4, w -,;-G G SLOPE(TYP. ------- ------1k_ j1W* PARTIAL GRADING & I W �w 0 n 15' B-2 41 11, 11, -41 -k (Ty /* IV 41 -41 41 41 41 41 101- A P.) ztl- 0 0 0 0 4. 41 DRAINAGE PLAN' 0 Sa I I 23J DATE: 05/03/2024 B-3 . . . . . . . . . . . . 23.3 0 0 SCALE: 20' GR 23.75 so 41 + -41 41 0 ® PROJECT NUMBER: 23200 Ise.31.**_tC1Cb cli -4\ p + 14, Ll_ �</_ -.* q, 'k 4, 'k 11, IV ,40' DRAWING BY: AM --LCGD *- 2 * W 1p 'j, 27a.45. l ----& --- cr_eo 0 24,15 W.W.06 CHECKED BY: MP -LCGD- LCGD TRIBUTARY AREA MAP APPROVED BY: MP 24.4 rCrd, SCALE:1" 80' SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A 23.2 VIOLATION OF SECTION 7209, rcr�l rcr-ll SUB-DIVISION 2 OF THE NEWYORK C STATE EDUCATION LAW �-�7' \1\ ` Ntw PII + DRAWING No: OT ID 24 rcr�l 26.6 GRAPHIC SCALE 'ED r Il W.W. 20 0 10 20 40 80 #1 LU 17 LU 23.6 rcr), I C-4 -N-1 r(y)" rcr", 1 7 m 117- ST Know what's below. 24 rcr), ( IN FEET ) "l 13"`7�1 - Call before you dig. I inch 20 ft. L 2b._7t C.�A� > 1-800-272-4480 ====j MARC PILOTTA, P.E. PAGE NO: NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 9 YAKey CivilklProjects\20230200_JMN Architecture 14300 Main Road Matttuck0rawri Civi1123200 2024 07.19..SF`P2__SID Dl RPZ.dwg SUFFOLKCOUTY DEPARTMENT OF HEALTH SERVICES NOTESReceivp ANITARY PIPING, STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH •--- -- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL \\ - --- -- \ i U gFS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES, DATED E ER 29,2017. onin B02dTdv QUIREMENTS: � vA a�G AAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PPE WITH A PROPOSED 6"0 FIRE SPRINKLER • t8 MINIMUM SDR-35 RATING,UNLESS OTHERWISE INDICATED. SERVICE b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING PINGS.THE T / ?_ NX "4 . SEALING RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT, of\N� �; ? �O 26p v" tatdbka AND COUPLINGS SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE. Pnnd, 2pj4 20 1g5t d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER, FOR INSTALLATONS THAT 26.2 / \ , '� • t4 3 ' ARE PLACED IN GROUNDWATER, THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND ? \ 2 .,... r_ I (10'MIN.) TESTED TO ENSURE TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOUR,• ' e. THERE SHALL BE A MINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. - - _ _ _ 10 f. }yy'` U jj( } y�� a 1 I IilI�M31 {M UtJ �. 9 f. HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 114"PER FOOT. i s • o's ( A+/ Too �5 � /� �-�-�' g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH ACLEAN-OUT AT THE FACE OF THE BUILDING. 14t4 L N SEWER LINE TO THE MANHOLE H NO BENDS T h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH I . 59 g363 `J --- - '$ PROPOSED 6"0 PVC \ / h1E:tPi1 �-C" C� c, WETLANDS `_w0._ a �_� (SDR-35}AT 1l8"/FT `" E BOUNDARY a w.s=_ ,r 3. SEWER Pv1.A`N/LATERAL SEWER REQUIREMENTS: �` � N a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, CP MIN.SLOPE g�;,,• Q3 l In WITHOUT BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR ow N YELLOW 26 3 Y f-- g 6a•Q9 - 11 2t SLOPE. FUTURE 50%EXPANSION (8'MIN.) \ �� 1J b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. 24 N \ LEACHING POOLS r A C. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. �- --27- 7. • W'IITE LINE q 1 •�� h.6o 25 o PST. �� c d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES, AND SHALL HAVE A MINIMUM � SLOPE OF 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. „� i .6 � > �� A •s .. y 5:5, _` �_ --•�' ._._---- �� -- --•-' {,.7--- ----- 00 e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL �' _ �� S- y"'''-'"--•°� � - ,•. ON / �, SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE DIP 1 �� .Y Map data 02024 Terms Report ma error PAD O �;I n (DIP). • -, p P \GRASS n f. SEINER MAIN AND LATERAL SEWERS THAT HAVE BEPNEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF •� 0 2 � z53° � �, `i � f; r DR180R DUCTILE IRON PIPE. 162 VICINITY MAP g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. 2 II .r N.T.S. 1 n " 'HLroGE ?6 GRASS O s, 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: /2�d' $ E Q a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE. THE i _ `N 5.98 26'� --� � � ��• \ �:� " � � za PROJECT DATA CROSS> ( \PROPOSED RPZ DISTANCE SHALL BE MEASURED EDGE TO EDGE. �s r ` WITHIN HOTBOX �. Fcr r� \ b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE, THE SEWER LINE MUST BE `� S-5 APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART \ �\ i STATUE CONSTRUCTED OF DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. 1 , ' s // 27835 MAIN ROAD c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE, THE SEWER LINE SHALL BE A �G P.O.BOX 926 2 91 \ CONSTRUCTED OF DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. ^Qti�~ B C CUTCHOGUE,NY 11935 �1•_____ �, I � � d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING, ALL HOUSE CONNECTIONS h� �•- � ""' z b° - TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 25. L6 �E ELE� 3 z5.9; 2iss CONC.WALK s� 2` 3 i^ MUST BE CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. z O � y...--..-- -''' -- �`'� 25.51 ❑ "I ° \ /s�S PROPOSED 4"0 PVC SDR-35 pp z.. p` _10 - AC. °ko:o a L. 25.9a �' \ .S ( } SITE AREA.................................. 242,298.52 SF(5.5624 Acres) °r� EA \� - 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: \\ ��J AT 1/8"/FT MIN.SLOPE t ' _ ' - \ CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 255° o - m 25.88 CONC.WALK ).6. I A. PARALLEL INSTALLATION ALK 25.75 2574 257' a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXITING OR PROPOSED WATER MAIN OR S-�i �� CURRENTUSE........................... CHURCH \ LATERAL.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. ! 1 �.S F24.6 .. " � PROPOSED USE......................... PARISH CENTER z5?` � 26 g I� ; B. CROSSINGS � p' ' ` 25.67 25.87 \ \ \ ` B C 1D.$' -/- S-A 11 G� ONE STa� O o a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. I \ ''H- , _� (F MIN.)• J Y• EXISTING FOOTPRINT............... 8,567 SF \ = W. CHURCH 9. u. ® � � b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE PAUST CROSS OVER THE SEWER LINE, THE (MIN.) ...LLL111 � � \ 114300 " rr2.4 TF '43 FOLLOWING CONDITIONS SHALL BE MET: S-z \ \ PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) • SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES COVERED ENTRY:273 SF t' OUR LADY OF GOOD z5.ao 253 CONC..w 03 R. COUNSEL R.C. CHURCH" o• "I BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND \ \ GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF •. 2538 \ � • SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND E E \ \ (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF } zs.44 � Ac. 3 GRASS • WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION,BOTH THE WATER AND SEWER LINES SHALL BE E z ttt \\ TOTAL...................................................10,528 SF � EXISTING SANITARY E I �, _ \ t o I SYSTEM TO REMAIN CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF _ _ _r z v o 21 z�36 25'29 `-� iaate __ (OUTFALL#1) THE WATER LINE AND THE TOP OF THE SEWER LINE. Of o Ce nEc me C. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE, THE "' N q ' 25�- / I R'8' 2 HK ' ' ��• FOLLOWING CONDITIONS SHALL BE MET: PROPOSED 4"0 PVC(SDR-35) \\ \ \ FINAL P F- • ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE,AND AT 1I4"/FT MIN.SLOPE O J - / EXISTING _ \ \ PROPOSED 3/4"0 PVC(SCHEDULE ASPHALT PARKING Ems• WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND 40)ELECTRICAL CONDUIT FROM L A m v PROPOSED 6'0 - • THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE PULLBOX TO HYDRO-ACTION REVIEWED ¢ W m FIRE SPRINKLER tia I PROPOSED IN GROUND "`� H a Z C0 o CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF PUMPS(TYP.OF 2} �+77r+T� `' .µ W N SERVICE R CONSTRUCTION;AND MANHOLE WITH REMOTE PLC ; E 1.1 J d,O N ft • `11 CONTROL PANEL WITH HP-150 DATED : I'� -- X y n • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE C�0 " ONE 112"0 PVC(SCHEDULE V AT E D . �:< W REFER TO PARTIAL as CANC.w AND THE TOP OF THE WATER LINE. COMPRESSOR(TYP.OF 2) 24.4t s'�ELECT. PROPOSED 80)AIR LINE FROM ��++ 24.27 ,TAN ITARY PLAN CLEAN-OUT COMPRESSOR(TYP OF 2) I tia TO GRADE II' 24.4° / �? I' r (THIS SHEET} �• � VENT \ / 2435 dI O LEGEND 1. PVC OVEENTDLIN O! I ® GAZE90 li f SAN INV.=21.90; PR08oABOVEOGRADE f r•2326 Z EXISTING ITEM PROPOSED ! WITH CARBON FILTER a) 24 24.6 l �o "��' PROPERTY LINE \ �r 24.4 24 4 w v o � !`-.J- � z3.TC 23.90 \\ t \ t ~T23." BUILDING PARTIAL SANITARY PLAN p BC 23.90 "'� , SCALE:t"=10' J 24. V,wP .4.4 `\� t 23.90 z4.os ASS ® DOOR EPJ'ExT 3 f' \ ' BC 23.45 2-3-95] \\ -53 2��" -• 0 INiR' CONCRETE CURB _.___..�._..-.__.-. \ a: - GENERAL NOTES C ►+ r 114.• a 2440 23.591 CONCRETE O ,, PAVEMENT ' ' `: r' : t ROZONE .•� SANITARY DENSITY CALCULATIONS +' s �- x 1. APPLICANTIOWNER } t z's �, sry ASPHALT PAVEMENT �� Qo.�/ GROUND SURFACE SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE ROMAN CATHOLIC CHURCH OF THE SACRED HEART ° } r r a GR 22.35 GR 22.85 ; ✓ _ 24.13 24 28 237 1 B DK.BRN.ORG.LOAM TOTAL ALLOWABLE SANITARY FLOW=5.5624 ACRES x 600 GPD/ACRE=3,337.44 GPD 23835 MAIN ROAD za sr',' TIC 23.75 eA 23.7z .. 2.,.A HYDRO SEED • ( }{ ) BC 23.25 23.85 J _ 1 LANDSCAPE AREA ®I P.O.BOX 926 2 07/19/24 AM ISSUED TO TOWN 24.45 } 0 R-40 ZONE 2 s C.C. ss I� EXISTNGIPROPOSED USE CUTHCHOGUE,NY 11935 � TIC 24.15 EA 24 57 24 36 z4.3s z4.I6 SOD LANDSCAPE BRN.SILTY SAND LOAM,TR. I y TIC 24.00 23.95 BC 23.65 5 ors. ors AREA ROOTS EXISTING CHURCH=360 SEATS x 1.5 GPD/SEAT =540.00 GPD 1 05/14/24 DD REV PER CLIENT COMMENTS BC 23.50 t 24 I ty 2 (OL)($) EXISTING RECTORY(SINGLE FAMILY RESIDENCE) =300.00 GPD 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. Q I X FENCE 3 --�- 0 PROPOSED PARISH CENTER =1,345.00 GPD NO, DATE BY DESCRIPTION t TC 24.75 TC 23.55 BRN•F-Iv1 SAND,TR.SILT, =2,185.00 GPD 3. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE(EL.2.75)DURING FIELD ✓ ti5 EXISTING 1-1I2" TOTAL DENSITY FLOW REQUIRED TIC 24.75• TIC 24.75 TC 24.75 = BC 24.25 GR 23.05 DOMESTIC WATER ---------------------------------- WALL 7 GRAVEL 0 t BC 24.25 Q ( SP 3b +a • WORK BY SOIL MECHANICS ON DECEMBER 14,2017. REVISIONS iT 24 I3C 24.25 BC 24.25 24.60 TC 24.85 2d SERVICE 3 9 { }{ } _ 0 THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS �> g - 2480 t4" `� UTILITY POLE BRN,SAND,TR.SILT,GRAVEL SUFFICIENT. ' BC 23.85 Q 4. REVIEW OF THE AVAILABLE GROUNDWATER ELEVATION DATA FOR THE AREA 24.80 , 24.80 25.00 25 12 (SP)(3'b) 0 AROUND THE SUBJECT SITE REVEALS THE HIGHEST EXPECTED 24.80 ` 25.00 • • •• 2495 • 2 ' •- 3t }31 LIGHT POLE 1 BRN./TAN FINE SAND,TR.SILT, 0 ELEVATION GROUNDWATER ELEVATION OF 3.58 (NAVD 88) AT THE SUBJECT SITE. THIS ms. SIGN - GRAVEL SANITARY SYSTEM SIZING CALCULATIONS ` 19.52' 57.81' NrxT 25.00 z5.c 1A GROUNDWATER ELDVATIODDATA RECORDED UISGS MONNORINGOUSGS `y Q Rw I I (SP)(3B) PARISH CENTER. W n ./,• i!ii: 24.4 d� FIRE HYDRANT RN1 TAN SIT = 269 OCCUPANTS) WELL#405830072331502-S 6558.2 �. . B F-M SAND,TR.SILT, HOUSE OF WORSHIP WITH MEETING ROOMS 4,523 SF( y. ,. Q „ PROPOSED SINGLE-STORY PARISH O PROPOSED GAS PROPOSED GAS I GRAVEL NON-MEDICAL OFFICE=981 SF { ow WATER VALVE CENTER WITH PARTIAL CELLAR L., E c METER SERVICE ' 1 {SP}(3b} STORAGE=1,545 SF 5. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE 25.00 \ SUBJECT PROPERTY. P PROPOSED ® INLET �! • CELLAR:2,02t)SF _ � 10 BRN.FINE SAND,TR.SILT, z 'UNDERGROUND I `' CALCULATIONS �v, , 25.0o FIRST FLOOR:8,508 SF N 2s.t / ( I GRAVEL 6. THERE ARE MAPPED DEC WETLANDS WITHIN 300'OF PROPERTY BOUNDARY. , `,"ELECTRIC SERVICE ` (T SANITARY FLOW � _ /1 r6 �- COVERED ENTRY:273 SF '+• ' DRYWELL (m� (SP)(3b) HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPANTS x 5 GPD/OCCUPANT=1 345.00 GPD REFER TO VICINITY MAP FOR ILLUSTRATION OF PROXIMITY OF WETLANDS TO PROPERTY BOUNDARY. TOTAL SANITARY FLOW =1,345.00 GPD F.F.EL.25.00i ��+ , mIe 5.4 � E O �64 d.uE p®IIY!'T ®A®s UNIT ..r...7. 1i:i 40.23': 25.00• .--�- (_tom -L DRAINAGE PIPE .' __ - - 7. TOWN ENGINEERING DIVISION AND H®�.T� E, N 1 7�2 25.00 -` `- - - - • - - • - • • ` ` - 75+` AN MANHOLE RNJT R S8 THE CONTRACTOR MUST NOTIFY THE EN .` `.•.E. I 1 F 1/I�L NEW Y®IaK 4 2 a 25.00 E' ` •E' . y` O m SANITARY MAN E ® B AN F-M SAND,T LT, SCDHS 24 HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE (6 6 7-® ' \ w` '�100'`.`.` COVER 7 GRAVEL GRAYWATER FLOW ` �'-�-• HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPANTSx2.5GPD1000UPANT=672.50GPD DRAINAGE,SANITARY,CURB,OR PAVING WORK. W1Ad{Af.KeyCivilEngin�ering.�On1 f �. .� ` G,`,".' `G`.` .�, ` -G`.`- .G `- . `G' ."•' LO C/O 7 {,^?P}{3b) `+`•f°` ° `W` tN - - - •W•`• - •• CLEAN-OUT "-� ° 8. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. �' Q • `� '.�` `.` `' rzs%+' SEPTIC TANK Lit }� TOTAL FLOW=1,345.00 GPD+672.50 GPD=2,017.50 GPD �' 1 ` ` ' , 003'1- . 1 STY. Q O SANITARY PIPE PROJECT NAME TFzs.z7 i IN n I/A OWTS(FOR SANITARY FLOW} PROPOSED 1-1/2" s O 23.3 •` +�!�.`. �� +•44.3.` eo. e'o I2'LP. SANITARY N z3.3 ~� •`+ Y +``•+ `• �' • DOMESTIC WATER STRUCTURE 0 MINIMUM REQUIRED CAPACITY=1 DAY SANITARY FLOW=1,345.00 GPD x 1 DAY=1,345.00 GALLONS UTILITY CROSSING TABLE ROMAN CATHOLIC CHURCH OF THE SACRED +V ii` 25.2 .�j•.��+�.�'�'.`�`�`�`�'�.�`�.+•'. ` i' 20 • USE(2) AN800C BOTTOM OF UTILITY HEART PROPOSED PARISH CENTER z W WATER SERVICE W 0 G.VWT• CROSSING TOP OF UTILITY BELOW CLEARANCE CZ) \ \� "- • - �-' b BRN.F-M.SAND TR.SILT 0 „ TREATMENT VOLUME=1,600 GALLONS ABOVE 14300 MAIN ROAD Z O � �, -=LCt�=-r z4.s w.w. o o pA ( FIRE SPRINKLER f 8 y GRAVEL 21,--3'- (EXCEEDS REQUIRED CAPACITY OF 1,345.00 GALLONS 1 23.00(6"0 STORM) 19.50(WATER) 1,50, MATTITUCK, NY 11952 Q 24.4 o gRs I I N I SERVICE (SP)(3b) • O LEACHING POOLS TOWN OF SOUTHOLD COUNTY OF SUFFOLK B• ' G GAS SERVICE G Q 23.00(6"0 STORM) 21.50(GAS) 1.50' 23.2 haa5 EXISTING SANITARY DESIGN FLOW =2,017.50 GPD DIST.: 1000, SECT.: 114, BLOCK: 11 LOT: 1 '" \ �� fl ♦etie �2yrJ SYSTEM TO REMAIN , 0 /� \ a, E UNDERGROUND E #II LEACHING RATE =1.5 GPD/SF []3 23.00(6"0 STORM) 21.50(ELECTRIC) 1.50' \ P4.9 (OUTFALL#2) ELECTRIC SERVICE REQUIRED SIDEWALL AREA =2,017.50 GPD 11.5 GPD/SF=1,345.00 SF 10 a 23.6 Y. S� 10 , / 2� 24✓ Q 14 ww --ii EXISTING 824.8I UO.UO 2JE NOTE:PROVIDED CROSSING INFORMATION IS APPROXIP,:ATE,CONTRACTOR TO \ 23,s\ wO�ffz7.s7 7 • R� GRWEL/DIRT DRIVE Tzs a SPOT GRADE -� END Q�BORING 25�-B„ USE FOUR(4}LEACHING POOLS WITH 11'-0"EFFECTIVE DEPTH FIELD VERIFY EXISTING LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION DRAWING TITLE o� TOTAL STORAGE PROVIDED=4 LEACHING POOLS x 31.42 FT x 11 VF=1,382.48 SF AND NOTIFY ENGINEER OF RECORD OF DISCREPANCIES IN WRITING STEPS A C 24.9 TOP/BOTTOM OF TC 00.00 24 l can U � azsc9 rrz4.r9 I CURB ELEVATION �'BC 00.00 (EXCEEDS THE REQUIRED SIDEWALL AREA OF 1,345.00 SF) ¢ ♦ u � \ CID F= \ ( I I T CONTOUR R � PROVIDE TWO(2)EXPANSION LEACHING POOLS C14 �NOFSB7CLASSIFICATION 24ft SANITARY UTILITY PLAN 24.7 06 245 APPROVAL0 wWI a9a COVER x�p TREE BORING LOG DATA SHEET m~W N� LIMIIT OF CLEARING (BORING BY:SOIL MECHANICS DRILLING CORP.} DATE: 05/03/2024 a aFR4ME� 1S ! z3s 23.8 ° Q J � �; &GRADE ...-..LC _ FIELD DAN.T.S?/14?2017 B.30, \! Q Q Q DISTURBANCE SCALE: AS SHOWN I D now aor formerly I aft®•• 23g- 2e � � � ' ( � SOIL BORING B-2 PROJECT NUMBER: 23200 Hausler & 1 no \ z5 REFERENCES AndraE N89°gg=5a„w � ea Hauser e or for r�1RAEE `�240 \ DRAWING BY: AM L_-a� Karen h4alc mslon i 275.45' THIS PLAN REFERENCES: ,2 0 TAX LOT 27 �\ CHECKED BY: MP CD C USE: hOyi Or G4RAGE 487 246 DCF �` 4 SANITARY STRUCTURE SCHEDULE BOUNDARY AND TOPOGRAPHIC SURVEY former) I NALTDR z5,;)3 sp �' PREPARED BY: APPROVED BY: MP a a ZONE R�DENDE John A. Y no Or SAY STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT AMERICAN ENGINEERING&LAND SURVEYING P.C. tv -C PUBLIO '�D I TAX LOT• BaC ITV( I Donn formerl y NUMBER STRUCTURE TYPE DEPTH RIMIGRATE RINGS OF RINGS IN OUT 1171 OLD COUNTRY ROAD-SUITE 6 p CO c, i WATER I use.. RES►D 28 COStan2O PLAINVIEW',NY 11803 SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS C -0U ZO ENTAL Linda & S-1 PROPOSED 4'O DISTRIBUTION MANHOLE 24.15 21.90 16.40 20.90 20.40 DOCUMENT EXCEPT BY A LICENSED I PUB NE•R-4p USE TAX LOT: COstanzo DATED:02/19/2024 PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, lO WATER I R PU L c AL ZONE:R- USEA RESIDE 30 S 2 PROPOSED I/A SYSTEM HYDRO ACTION AN-800(H-20 RATED) B=24.00 21.65 14.00 19.33 19.16 O yO SUB-DIVISION 2,OF THE NEW PORK BUILDING ARCHITECTURAL LAYOUT F NE STATE EDUCATION LAW WA TER 4D p��LNC: A 0 1 C=24.00 PREPARED ARCHITECTURE P.C. `Qp�G PILOTr� DRAWING No: I I I A=23.80 406 NORTH COUNTRY ROAD < �C S-3 PROPOSED I/A SYSTEM HYDRO-ACTION AN-800(H-20 RATED) --- B=23.80 21.65 14.00 19.33 19.16 SAINT JAMES,NY 11780 � 'Ip GRAPHIC SCALE C=23.80 DATED:04f03/2024 OT v `- €. a01 te.\} 40 0 20 40 so 160 S-4 PROPOSED 4'0 DISTRIBUTION MANHOLE --- 24.00 21.75 14.15 18.91 18A1 r � ' w GEOTECHNICAL REPORT&SOIL BORINGS � 1 Z PROPOSED 10'0 PRECAST CONCRETE DISTRIBUTION LEACHING POOL WITH FRAME AND PREPARED BY: OVERALL SANITARY & UTILITY PLAN S-5 11' 2360 21.75 7.05 18.30 18.05 2 _ SOLID COVER SOIL MECHANICS DRILLING CORP. 4S �i 3770 MERRICK ROAD O Know what's below. ( IN FEET ) S-6 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11' 23.40 20.45 6.80 17.80 SEAFORD,NY 11783 /1I Call before you dig. 1 inch = 40 ft. S-7 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11' 23.50 20.45 6.80 17.80 --- VICINITY MAP BACKGROUND DATA �G�• Cam_ ��.. 1-800-272-4480 S-8 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 1 T 23.20 20.45 6.80 17.80 •-• PROVIDED BY MAPS.GOOGLE.COM MARL' P L(�TTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 5 OF 9 YAKey CivikProjects\20231232OOj1%1N Architecture.--14300 Main Road_Matt:tuck\Drawings1,Key Civi11232002024 07.19-_SPP2_SPDES--RPZ.dwg INSTALLATION INSTRUCTIONS5. � �� BACKFILL WITH IJATIVE SOIL �� Received j� HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI 24 CHIMNEY SEE NOTE 13 100 X 8 THICK TRAFFIC RATED 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE �� PUMP/COMPRESSER POWER CIRCUIT COVER SETS BYEJORAPPROVEDEQUALS ,r ;y SITE HYDROACTION TOPPING SLAB MODEL NO.:V1600-3 RG REV/GS CPH2 CV UND eg 24" HEAVY DUTY LOCKING BASES ARE 4.50' BELOW FINISHED GRADE. THE PERFORATED PRECAST CON DEDICATED 110 V SERVICE oN A 20 AMP BREAKER ,,-OPENING MUST BE OVER r; 8'0 X 8" THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED ( ) (LOCKING) , Cl COVER TO GRADE SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYS O FFIC OUTLET DROP TEE �r HYDROACTION TOPPING SLAB BY SCDHS APPROVAL NO. NS-002 � f FOR PRETREATMENT TANK (3 LOCATIONS) SEE NOTE 11 BEARING STANDARDS. I I CB1 FINISHED GRADE SEE NOTE 12 Board of Appeals I M1 �� rti -` � °••". � '� � '`�': BY PREVIOUSLY APPROVED BY SCDH 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE4P.D L1 ELK BLK �1 B'K SP1 J �r�� , �� SEE NOTE#2 RECAST CONCRETE RISERS l� f I, L_j ,� $y •ems </ ',_.• SEE NOTE 11 x I. 0 -_"-_� I / SPRAY \� X <. � 12 3. EXCAVATE 5.33 BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT �-� TOP OF RINGS REFERS TO THIS POINT �'� b.x 25, _ ---- - � ° i PUMP I N � � d�� ,�%` � � COMPACTED NATIVE FILL, TYP - l� WHT 18 TANK, AND EXCAVATE 6.83 BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF WHT H I - MIN CONCRETE TOP SLAB TO 16 N N ____-----� /PUMP RATINGS: SUPPORT H-20 VEHICULAR LOADING SEE NOTE 10 C\i TREATMENT TANK. L> MOTOR i (SEE SANITARY STRUCTURE SCHEDULE) , 3AHP 115V --- ,. (4,000 PSI AT 28 DAYS) �� Z6o 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4rat Oka: -INCH. @i PENETRATION HOLE •` • 2" MIN C62 CSR6LOOPS II r=�-,. 15.O F.LA, ___ ... \ �� :, Pond` ... SEE NOTES 7 & 8 --- '. --- 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE M2 --- --- 10 MAX , \ (4 LOCATIONS) --- -`- CORRECT ORIENTATION AS SHOWN IN THE PLAN. BLK BLK ,� BLK r , BETWEEN BOTTOM OF SLAB n RP1 ----------r RECIRC PUMP RATINGS: --- FROM DWELLING _ AND TOP OF ACCESS COVERS 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND i PUMP ; 3/4HP @ 115V FLOW LINE TO TANKS. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY = WHT WHT ______ / �i CL 15.0 F.L.A. FROM BUILDING SDR-3J -I��/1Bti1 UCk SUfft�I yAv � INVERT IN PER PROPOSED PLAN - DRAINFIELD N - ---� MOTOR / ,I�eyd i Ca COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. � ! � i PVC PIPE PITCHED AT A z [TO I/A UNIT SDR-35 PVC ': i 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED > I G _ MIN.1/4"/FT a PIPE PITCHED AT A MIN. o b Ln _ ` ' w WETLANDS C> PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON CB3 M3 �t r� 0 1l4"/FT TO IIA UNIT TOP OF THE 4-FOOT HIGH BASE. -- r �� o BOUNDARY 1t 8'0 PRECAST CONCRETE BLK r, BLK ,� BLK p�P1 .��' L7 MIXER PUMP RATINGS: 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE f r } PERFORATED MANHOLE -� I \� PUMP 3/4HP @ 115V o I SEE NOTE 1 INSTALLED. WHT � / N ----------� MOTOR / 15.0 F.L.A. �1ONOL ITHIC 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. HYDROACTION 10 0 PRECAST CONCRETE ,/ BASE SECTION PRETREATMENT TANK PERFORATED MANHOLE SECTION 10.INSTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8" MAXIMUM I G - SEE NOTES 2 CB4 ,, '_�, 12°Mw .: •. ,.•..: �.,; �� SEE NOTE 5 LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION 2 � ;;� . ..,.,. •. •,� .. 'ti ••:.:, .: . . •�;��,'�� ; t�;� ,�;;-. ";-;, SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE cRY n GRY G1 _________� I 4'-0"0 -=-.f .'' �.�•� Map data C�2024 Terms , Report a map error HYDROACTION TREATMENT TANK GASKETED SEAL INTO AND OUT OF THE TANKS. I COMP COMP. RATINGS: UNDISTURBED GROUND SEE NOTE 5 11ANSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS WHT --------- It ; 1/4HP @ 115V 4'0 SANITARY MANHOLE DETAIL VICINITY MAP COVERS IN THE PRETREATMENT AND TREATMENT TANKS. N MOTOR 5.4 F.L.A. COMPACTED NATIVE FILL, TYP BOTTOM OF EXCAVATION W `� ,� HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER N.T.S. N.T.S. SEE NOTE 6 (2 LOCATIONS) OF NEyv 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON ---' SETS BY EJ OR APPROVED EQUALS SEE NOTES 3 8& 4 FRAME AND COVERS TO GRADE. NOTE:ALL MOTORS MUST HAVE MODEL No.:V1600-3 RG REV/GS CPH2 CV UND(LOCKING) �� `�� O m INTERNAL OVERLOAD 4"CONCRETE BLOCK OR PROJECT DATA 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO cn c� PROPOSED GRADE WITH NATIVE BACKFILL. BACKFILL SHALL BE PLACED IN SANCH MAXIMUM PROTECTION. PRECAST CONCRETE COLLAR APPLICANTIOWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART TO BRING MANHOLE TO GRADE "MIN CONCRETE TOP SLAB 27835 MAIN ROAD * r * LIFTS AND MECHANICALLY COMPACTED. BLU LR1-Q1 REDIWH WHT TO SUPPORT H-20 P.O.BOX 926 FINISHED GRADE VEHICULAR LOADING 4 000 HYDROACTION H2O KIT (AN$OQ) ~; h 14.CONTRACTOR SHALL CONTACT WASTEWATER WORKS, INC. AT (631)-591-0818 To ADDRESS M1 - ( ' CUTCHOGUE,NY 11935 n TOP OF RINGS REFERS TO THIS POfNT x PSI AT 28 DAYS) TAX MAP NUMBER..................... Dist.1000.Sect.114,Block 11,Lot i N.T.S. �y QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS. LR1-Q2 (SEE SANITARY STRUCTURE SCHEDULE) BLU PINWNJH WHT 0 s 2 3 0 G M2 --24" UTLET PIPE FOR SITE AREA.................................. 242,298.52 SF(5.5624 Acres) �OFESslok P INLET PIPE �+ SANITARY DISTRIBUTION PINKIVVIH A PITCHED AT A MIN.1/8"IFT -:.:,.:,;• •,.; --- .:..,,:: POOLS ONLY.PIPE CURRENT ZON'NG................•.... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 12/05/2022 2:17:47 PM RECIRC RUNNING 1-•-20"►1 PITCHED AT MIN. LR1-Q3 i" 1/8"/FT CURRENTUSE........................... CHURCH BLU 2 - ---YEUW'I+ WHT Z � M3 - 12"MIN � PROPOSED USE......................... PARISH CENTER c 3„ = a- YEUWH G oD EXISTING FOOTPRINT............... 8,567 SF MIXER RUNNING :j ® �o� ® \�� PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) ® �0=3 1 COVERED ENTRY:273 SF O �{ t2" i--- PLUG&FERRULE BLu LR1 N WHT J REMOTE PLC CONTROL PANEL I j o ® Lu GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF LR1-Q4 0 ® �� /\ v, (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF W/HP 150 COMPRESSOR -�{ 12" �-+- PLUG&FERRULE GRADE ! N n o EC50-30-L-150 PLC AS GRADE I ( 8" 4 CONCRETE Bw z RED --- I PLC INPUT N �� TOTAL...................................................10,528 SF MANUFACTURED BY OPS(OR �-HOUSING(3.000 PSI) -,.�- / ® IQwm APPROVED EQUAL) 8" CONCRETE AS-1 HOUSING(3,000 PSI) BLu PINK / 0 ��t� � PIPE APPROVED SEWER RUN \\\' ® ®>» ® FINAL /� PAPEROVEDSEWER 45°ELBOWS BLu 5 ��` `L 6 RED AUD, ® mafl3 ® REVIEWED BY ZBA a5°ELBOWS ALARM 60'WYE oRc BRN w �3'-0'� DECISTOIV# 7�1( HWA MUTE , 10'-0"0 MIN DATED: \ \ \ \ \ \ \ \ \ \ \ \ \: \� -' -- ----.__..-------BLU -_�--�� TEST 3'o"MIN \��\��\\/� /��\\�� "All u n n I HIGHEST RECORDE ALTERNATE A ALTERNATE B 01 0 ALARM GROUNDIhrATER LIGHT �ACKFILL MATERIAL SHALL BE-' NOTE 1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. RED BILK RED WHT CLEAN SAND AND GRAVEL 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BUILDING EXTENSION/CONNECTION. NOTE 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL DEDICATED 20 A,110 V POWER 1/2"SCH.80 AIRLINE TYPICAL CLEAN-OUT DETAIL ENABLE CABLE,ROUTED IN 3/4"PVC TO AN800 N.T.S. BLU YEL CONDUIT(GFI PROTECTED) `� L�� - .....__ -"�""" - (� PLC INPUT LEACHING POOL DETAIL FROM BUILDING TO HS-20 ; N.T.S. RATED JUNCTION BOX OVERRIDE HYDROACTION AN CONTROL PANEL 6LU L 4 YEUWH - - - - SURFACE GRADE - - - = - 3 �� I2 PLC INPUT =1 -ICI��il_I�I-ICI-1iI=TI=1I1=�i�=1il - i y CSR III-III- I" 10,(TYP) �-DETECTABLE MARK-OUT TAPE ^ TI�I= N.T.S. -� BLu wHmlraK I4 PLC INPUT PER APWA UNIFORM COLOR CODE. DEDICATED 20 A,110 V POWER CABLE, � 07/19/24 AM ISSUED TO TOWN ROUTED IN 3/4"PVC CONDUIT(GFi DETECTABLE MARK-OUT TAPE PROTECTED)FROM BUILDING TO HS-20 TIME DOSE �- - ___ TAN n 17 PLC INPUT COLORED FOR LOWER UTILITY AS 1 05/14/24 DO REV PER CLIENT COMMENTS RATED JUNCTION BOX PER APWA UNIFORM COLOR CODE. 10'LONG SLEEVE(SPLIT POLYETHYLENE)PLACED NO. DATE BY DESCRIPTION ELL DEMAND +-- 10'(TYP.) I UPPER UTILITY EXISTING REVISIONS REMOTE PLC CONTROL PANEL WITH INCOMING SERVICE TAN1*H Q DOMED SHAPE FOR MAXIMU HP80 COMPRESSOR MODEL SPRAY I8 PLC INPUT NEW 20 AMP. LOAD STRENGTH EC50-30-L-80-PLC AS MANUFACTURED NOTES: 1. FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. 1"MINIMUM SEPARATION 18"SEPARATION WHERE POSSIBLE BY OPS(OR APPROVED EQUAL) 1 POLE BREAKER UPPER UTILITY MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. HANDLE FOR EASY REMOVAL DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. y °' q OF SAFETY SCREEN W1 B1 W1 10'LONG SLEEVE(SPLIT UTILITY REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs. REFER TO MANUFACTURER FOR a POLYETHYLENE)PLACED INSTALLATION DETAILS FIELD WIRING MUST BE A MINIMUM OF 60 C COPPER WIRE. LOWER UTILITY OVER LOWER UTILITY 17 a . 2. SPRAY PUMP IS ONLY REQUIRED FOR PRESSURIZED LEACHING FIELDS. UTILITY CROSSING NOTES: CIRCUIT 1. CONTRACTOR TO INSTALL 10'LENGTH OF DETECTABLE MARK-OUT TAPE 12"BELOW GRADE ABOVE EACH UTILITY 'I �� , E I 33 0 T CONTROL PANEL ,,BREAKER METER AND CENTERED ON THE CROSSING. � o� �m �� •� HYDRO-ACTION PANEL ONE LINE ELECTRICAL DIAGRAM 2. DETECTABLE MARK-OUT SHALL BE BRIGHTLY COLORED ASPER APWA UNIFORM COLOR CODE FOR EACH UTILITY. 664 BLUE POINT ROAD, UNIT SIZED TO FIT INSIDE CONTROL AN BE USED WITH OR FIRST 24"RISER PANEL TYPICAL UTILITY CROSSING & MARKING TAPE DETAIL H®�TSVILLE, NEW YQRK 1774� 0 25.08" WITHOUT SCREWS (631) 91-050E N.T.S. www.Ke CivilEn ineerin com <n EX.GROUND ROD y �" g - UNDERGROUND UTILITY INSTALLATION KING TAPE PROJECT NAME NOTES: POLYLOK 24" SAFETY SCREEN 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. A. SCOPE 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG ALL SEWER,WATER,GAS,AND ELECTRIC MAINS& ROMAN CATHOLIC CHURCH OF THE SACRED POLYLOK 24"0 HDPE,PART NO.3008-SS CONNECTIONS. (OR APPROVED EQUAL) ELECTRICAL ONE-LINE DIAGRAM DETAIL HEART PROPOSED PARISH CENTER N.T.S. N.T.S. B. MATERIALS 14300 MAIN ROAD THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS OF 4.5 MIL.THE TAPE SHALL BE RESISTANT TO ALKALIS,ACIDS AND MATTITUCK, NY 11952 OTHER DESTRUCTIVE ELEMENTS. THE TAPE SHALL BE GREEN FOR SEWER,BLUE FOR WATER,YELLOW FOR GAS,AND RED FOR ELECTRIC,3"MIN. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK WIDTH,MARKED WITH THE WORDS,"CAUTION-SANITARY SEWER","CAUTION-WATER","CAUTION-GAS",AND"CAUTION-ELECTRIC". THE WARNING SHALL BE REPEATED EVERY 16"-36". DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 C. INSTALLATION AFTER PARTIALLY BACKRLLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24"ABOVE THE CROWN OF PIPE/CONDUIT,THE ROLL TAPE DRAWING TITLE PROPOSED 1-STORY PROPOSED CLEAN SHALL BE MOUNTED ON A WHEEL AND SPREAD ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE. THE TAPE SHALL BE HELD IN OUT,SEE TYPICAL S-2 RIM B&C EL.=24.00 POSITION BY ADDING BACKFILL AND HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT TO FINISH THE BACKFILL. SANITARYPROFILE BUILDING WITH DETAIL S-3 RIM RIM B&C EL.=23.80 PARTIAL CELLAR TOP OF STRUCTURE INLET PIPE MIN.4"0 SDR-35 PVC INLET PIPE MIN.6"0 SDR-3 PVC SCTM NO.: 1000-114,00-11.00-001.000 INLET SDR-35IPE MIN. EL.0 SDR65 PITCHED AT A MIN 118"PER FT PITCHED ATA MIN.1/8"PEP,FT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DETAILS SDR-35 PVC PITCHED AT S-2 RIM A EL.=24.00 4"0 SDR-35 PIPE RIM EL.- A MIN.1/4"PER FT RIM EL.= RIM EL.=23.60 S-6 RIM EL.=23.40 SCDHS REFERENCE N0. FINISHED FLOOR EL.=25.00 2415� S-3 RIM A EL.=23.80 PITCHED AT A MIN. 1/8"/FT MIN.SLOPE 24.00 S-7 RIM EL.=23.50 TOP OF j - --I - S-2/S-3 INV OUT TOP OF S-8 RIM EL.=23.20 INV.IN EL.=20.90 STRUCTURE, a = ___ - ___ ___ EL.=19.16 STRUCTURE 4 SCALE: 5 EL.-21.90 / ° --- --- --- EL.=21.75 += 20' i : ».,f..; ;•. N.T.S. / \ ®®tom TOR OF - STRUCTURE PROJECT NUMBER: 23200 / INV.!N OF (I-ICI 9�®® EL.=21.75 " EL.=18.91 l STRUCTURE INV OUT - = / y 3„ ®®® a" f" DRAWING BY: AM CAST IRON PIPE SHALLP EL.=21.90 s INV OUT o®® EL.=20.45 EXTEND THROUGH ' ? EL.=20.40 % -I I \\' CHECKED BY: MP FOUNDATION WALL 23.6' 17,771 5 I I I I - A MIN.OF2'. �,"r::;'•�:r MIN. III �li (10'MIN.) ( ) CELLAR FLOOR EL.=17.00 -4'-0"--I : III II(I III / (5 MIN t I w ? TTS-6-S-8 a APPROVED BY: MP S-2/S-3 INV IN i ) " " INV IN 14 INV IN o / III I - _ SEAL & SIGNATURE: W 1 ' ALTERATION OR ADDITION TO Thi15 STRUCTURE S•1 EL.=19,33 �\ \ EL.=18.30 > W � INV OUT EL. EL.=17.80 > DOCUMENT EXCEPT BY A LICENSED INLET PIPE MIN.4"0 SANITARY MANHOLE /�\ -- / \ PROFESSIONAL ENGINEER IS A \ III INV OUT u_ =18.05 N E VIOLATION OF SECTION 7209, SDR-35 PVC PITCHED AT (SEE SCDHS DETAIL) j /� / // / %�/ I STRUCTURE S-4 LL g L f 1' EL.=18.41 W tL `i 0` !O SUB-DIVISION 2,OF THE NEW YQRK A MIN.1(4"PER FT N.T.S. /\ \ \\/\Y\\/\ \y\\� SANITARY MANHOLE g' (MIN.) w BOTTOM OF STRUCTURE (SEE SCDHS DETAIL) (MIN.) �`Q� RC PILOTT 'Q� STATE EDUCATION LAW �P y ,�\ i,\ ,��i��\/�\\/,�� N.T.S. ; DRAWING No: EL.=16.40 BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE INLET PIPE MIN.4"0 (S-2/S-3)EL.=14.00 (S-21S-3)EL.=14.00 SDR-35 PVC PITCHED AT BOTTOM OF A MIN.1/4"PER FT STRUCTURE STRUCTURES S•fi-S-8 EOTTOM OF LLI STRUCTURE S-2&S•3 STRUCTURES-5 EL.=7.05 3.0'MIN.ABOVE ~ NO !A 'I;s ALea 10'0 LEACHING POOL STRUCTURE(S-6-S-8) Z UA SYSTEM:HYDRO-ACTION AN-800 HIGHEST RECORDED BOTTOM OF STRUCTURE 10'0 DISTRIBUTION LEACHING POOL EL.=6.80 2 (� (SEE SCDHS DETAIL) EL.= 14.15 (SEE SCDHS DETAIL) - - - WATER ELEVATION (SEE SCDHS DETAIL) N.T.S. �QA 08155�' • HIGHEST RECORDED GROUNDWATER ELEVATION=±3.58 - - - - - - - - -N.T.S. N.T.S. - Q - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 _ - - - - - - - - -- - - - - - -- -- - -- ,� P -AS PER USGS MONITORING WELL DATA MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 9 YAKey CivdlProlectst2023123200_JMN Architecture..14300 Main Road._Mattituck0rawings',Key CiviI123200_2024 07.19..SPP2..SPDES-.RPZ.dw9 rCO) Received -71t-05� �SITF + + + + + + + + + + + + + + + + + + + + + + + +1 + + + + : s o.o o.o Io 0.0 0.0 0.0 �.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0. 0.0 0.0 0`0 0.0 0.0 0.0 RID:, 0.0 0.0 ( LUMINAIRE SCHEDULE ,., :b AUG 0 5 20204 I FIXTURE FIXTURE MOUNTING COLOR ARRANGEMENT AV SYMBOL QUANTITY LABEL MANUFACTURER/FIXTURE DESCRIPTION/MOUNTING TYPE LLF ' + + + '0.0 + + + + + + + + + + + + + + + + + + + + + + + + ARRANGEMENT COUNT TOTAL WATTS 0.0 0.0 0 ' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 0.0 gba?d ofoAppeats,o 0.0 0. 0 0 v 0.0 0.0 ( HEIGHT TEMPERATURE WATTS : 1��ng xaNc 6 A SINGLE 6 MAXILUME/HH4-LED-WDM-30K-18K-900L-WD-HH4-4501-CL-WH-IESNA20021 CANOPY 12'-0" 0.900 3000 K 12 72 L + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 25 0.0 0.0 0.� 0.0 O.G 0.0 0.0 0.0 O.G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.r U. O.OM 0.0 0.0 0.0 . ' Sri; 260. 6 B SINGLE 6 MAXILUME/HH4-LED-WDM-30K-18K-900L-WD-HH4-4501-CL-WH-IESNA2002 I CANOPY 16-0" 0.900 3000 K 12 72 !� ` Pond 0.0 0.0 0. 0.0 0.0 0.0 0.0 0"0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.G 0.0 0.0 0.0 0. I P9 0.0 �D.O 0 0.0 0.0 + + + + + I \O X 2 C SINGLE 2 MAXILUME I HH4-LED-WDM-30K-18K-900L-WD-HH4-4501-CL-WH-IESNA2002!CANOPY 14'-0" 0,900 3000 K 12 24 o.G o.o o.o' 0.0 0.0 0.0 o.G 0.G o.o o.o o.o o.o o.o o.o o.o o.0 0.0 0.0 0.0 o.G o.0 0.0 0.0 0.0 0.0 0.0 � 0.0 0.0 0.0 ( �'+/at i'�UCIC jsofol ,%v ` S.t�. �LECT. ,` s p �a LL 192 D SINGLE 2 MAXILUME I HH4-LED-WDM-30K-18K-900L-WD-HH4-4501-CL-WH-IESNA20021 CANOPY 10'-0" 0.900 3000 K 12 24 Vde 1T O}' `, a + + + 1' + + + + + + + + + + + + + + + + + + + + + + + + + + WETLANDS I 0.0 0.0 0.0 o o.o o.0 0.0 0.0 o.G o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.o G.o Io.o o.G I o.o o.0 0.0 U.0 n BOUNDARY w 2 E SINGLE 2 COOPER I RDG-F04-LED-E-U-SL4-HSS-7030/POLE-MOUNTED 16'-0" .900 3000K 102 204 € + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0 G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.G 0.0 0.0 0.0 0.0 0.0 J.0 0.0 �0.0 J.0 0. 0. F '. TOTAL 396 III + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 , 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ( .0 0.0 ).0 0.0 O.G 0.0 \ SITE LIGHTING NOTES : Map data 02024 Terms : Reports map error + + + � . 0.0 o.G o.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 oi.o o.o oI o 0.0 0.0 0.0 CALCULATION SUMMARY 0.0 0.0 0.0 \\ \ i 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. VICINITY MAP LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAXlM!N M,AXIAVG I 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR N.T.S. + + + \ + + + + + + + + + + + + + + + + + + + + + + + + WRITTEN APPROVAL FROM THE ENGINEER. CALC._PTS ILLUMINANCE Fc .06 12.3 0.0 N/A N/A NIA �.4.�' „.0 0.0� 0.0 0.'S,\�'..'� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 L 0.0 0.0 0.0 0.0 0.0 ' \\\\\ � I 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. PROPOSED PARISH CENTER AREA ILLUMINANCE Fc 0.95 12.3 0.0 NIA NIA 12.9 PROJECT DATA \ + + + + + + + + + +4 + + + + + + APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART + + + + + + + \ + + + + + + 27835 MAIN ROAD 0.0 .0 O.G 0. 0.0 U.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 O.G 0.0 0.0 U.0 J.0 0.0 0. 0.0 0.0 0.0 ( 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE P.O.BOX 926 FROM EXISTING/AMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. ,r y CUTCHOGUE,NY 11935 r i + + �+ + + + + + + + + "° TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 0.0 0.1. 0.1. 1. '0.1. 0.1. 0.1 0.1. 0.1. `. ..�` 0 0 0.0 0�0 +�,LL -• "1. .i U.1. 0.1 0.1. J(�l. 0. 0. 0.l 0.0 0.0 J.0 0.0 0.0 U.0 5. REFER TO ARCHITECTURAL PLANS FOR DECORATIVE BUILDING MOUNTED LIGHTS AND BUILDING CANOPY LIGHTS. / j .;: I LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. SITE A REA 242,298.52 SF(5.5624 Acres) + + + �+ -��+ + + + + + + + + + + + + + + + + + + + CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) G� 0.? 0.1 .0 0.0 0.0 0.1. 0.2- ._ 0.4 J.4 0.4 .3 0.3 �.2. 0.1. 0 8) 0.0 0.0 0.0 0.t 0 0.1. 0.?_ 0.?_ ?.. H- t .2 0.?.. 0.2 P I 7. EXISTING AREA LIGHT SPECIFICATIONS WERE OBTAINED FROM PHASE 1 - SITE PLAN REVIEW: LIGHTING PLAN / CURRENT USE........................... CHURCH PREPARED BY SIDNEY B.BOWNE&SONS,LLP,DATED DECEMBER 1,2010(REVISION 11). j' ;:....�sn' PROPOSED USE......................... PARISH CENTER + + + + + + _+ + + + + + + + + + + + + + + + + ` + + + 8. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AGI32 PHOTOMETRIC SOFTWARE. %; U.1 0.5 U. r 0.9 1 .0 1 .f�' 9 0. 7U.5 U.?.. 0 0.G U.0 J.l 0.3 0.8 1 .0 /1. .� i .3 .1 .2 1 .0 O 0.9' 0.4 \0.1. �J. 0.0 0.0 0.0 0. -% /.- " EXISTING FOOTPRINT............... 8,567 SF 0 0 ) \ / �/ PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) COVERED ENTRY:273 SF LL +� +` +- + + + + + + + + + + CANOPY/SOFFIT LUMINAIRE GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF 0.1. 0.6 1 4 1 .h �.0 2.1. 1.7 1.5 0.8/ 0.2 0.0 0.0 0.0 0.1. 0.3 1 .0 / l.� 1 0 1...4 2."i. 1.7 1 0.4 0. 1` 0.0 0.0 0.0 I0.0 0.0 0.0 (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................81508 SF SEE LUMINAIRE SCHEDULE � MANUFACTURER: MAXILUME TOTAL...................................................10,528 5F + + + + + + + + + + + + + + + +. + + + + + + + + + + FOR NUMBER AND t ONCRETE FOUNDATION MODEL: HH4-LED 0.1- 0.6 /1.4 1 .3 .2 2.3 1.3 1.5 0.7 U.2 0 0 0.0 0.0 0.1. 0.3 1.0 _.4 1 8 3' 3 2 1 .2. i.l 0.4 0.1- 0 0.0 0.0 0 0.0 0.0 ( MIN.DIAMETER'C' LABEL: A,B,C&D CONFIGURATION OF FIXTURES <v /� / --/ = COLOR: BRONZE FILIAL MAP 0.1. 0. - / 1 .3 1 .3 3. 4. 1.6 1.4 0. 7 0.1 0 0 0.0 0. 0.0 ;(�'.2��( R��. 1 .0 2.0, .4 0 9 1 .0 0.3 0.0 10.0 0.0 0.0 0 0/0.0 0.0 ( MOUNTING A.RI`I BY v .:f 3"CLEAR y I LIGHTING MANUFACTURER I .f- ASSUMED POLE ".: ' ! COVER(TYP.) """' REVIEWED BY Z BA WIDTH('E') �. !.: /, /�. /, � C' / DECISI N# + + + + + + + + + --t- + + + + + + + + + + + + + 0.0 0. 0.2 .2 7 .9 0.3 0.?_ 0.1 0.0 0 0.0 0.0 O.G 1T, 1. 0.4 0.?-. 0 1 0.0 0.0 J.0 J.G J.0 LIGHT POLE(ALUMINUM)BY I y. ,. '.' .,.. / DATED: j :• LIGHTING MANUFACTURERUJI x + + + + + + + + + + + + + F + + + + + + + + + + + + + o -REINFORCING TIE E ! , AJ 0.0 0. 0.0 .1. 0.1 .2 0.2 0.1. . -. 0.1. w1. 0.1 0.1 0 0 0.0 0.0 0.0 0.0 0.0 0. O.G 0.0 0 E W __ T > VERTICAL REINFORCEMENT BAR'F' + + + + + + + + + �, + + + +. \ + + + + + + + + V+ + + + 0 4 0.0 0.0 .0 0.1. 0 1..0 .0 1.1 0.. 0.8 1 . . ? 1..3 9\\ 0.7 0.1. J.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ( b`Q C9 z HANDHOLE WITH COVER I o ! �ro LU = ELECTRIC CONDUIT + + + + + + + + + + + + + + + + + + + UP MINIMUM T-0" c r; ,,,I �, r%as 3.'7 0.2. 0.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 I6.0 0.0 ( I / 0.0 U) 0.0 0.4 4. 19.9�'• STUB ; / P 57. ANCHOR BOLTS AND BASE PLAT ; 19.52' 1 '� BY LIGHTING i..:///• r�! % �/ �/ //,, EN/EXT M,N / jj; II � . a MANUFACTURER 0.0 0 0.0 1.4 4 ?.. 0.0 0.0 0.0 0.0 O.G �'J.0 U.0 0.0 J.0 J. 7 / j ;: 3" I NK GROUT MAX IN LANDSCAPE AREA CUPS 1 CHAMFER 8(WHEN LOCATED IN PAVEDS r,' Ry ° - AREA PROVIDE 3'MIN AND PAINT \� NON UT 1 I + + + + + + + + + FOR LOCATION) + +2- + + ti ". 7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 ( ( CONCRETE BASE YELLOW) POLE MOUNTED LUMINAIRE TYP 0.0 0 O.G 0 4 PROPOSED SINGLE-STORY PARISH 2'MIN.. FINISHED GRADE MANUFACTURER` COOPER LIGHTING SOLUTIONS TT 1 CENTER WITH PARTIAL CELLAR / / ! MODEL: RDG RIDGEVIEW 07/19/24 AM ISSUED TO TOWN + I + r "r + + + + + + + + +� + , + %\�\\j �\�/�\� �\j\\j\\/\ \\%\\\ LABEL: E CELLAR:2 020 SF I I 2 0.0 0 0.0 R " :. 9 U.0 0.0 J.0 U.0 J.G U.0 0.0 U (�G 0.0 Lf / /�. / /� /, /�. /� r . /�. COLOR BRONZE 1 05/14/24 DID REV PER CLIENT COMMENTS FIRST FLOOR:8,508 SF Ct W , COVERED ENTRY:273 SF J \\ G NO. 0.0 0.05 _ 0.0 0.G 0.0 0.0 0.0I 0 0.0 0.0 0.0 0.0 DATE BY DESCRIPTION : r , �'°- ::: �• �+ FOR PRECAST FOUNDATIONS.SUITABLE REVISIONS „ N �^ BACKFILL MATERIALS SHALL BE IX + + + + + + + + + + l + + P •w ••-• COMPACTED TO 95°%OPTIMUM DRY GENERAL FOUNDATION NOTES 0.0 �0.0 0.1 ' 8 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 t r- • '�..'. G„ F.F. EL. 25.00 l LL PROCTOR DENSITY IN LOOSE LIFTS i 97.2T 77W, J o 1. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE e ' 40.23 + (.0 + + + + + + + + + + + + + + .---�� m REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF .r- 0.0 0.0 0.8 R 0.3 0.G 0.0 0.G 0.0 .0 0.0 0. 0 2.5 0.2. 0.0 0.0 0.0 0.0 0. 0 -�' 0 0.0 „( `w STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM 0.0 r ;` E E E E _ WITH ACI-347, "GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT AUGERED OR FORMED CAST-IN-PLACE OR DOCUMENTS. + + + + + + + + + + + + + + + + + + + + + + + + + + + + a •.. 0.0 0 .0 0.0 0.1 0.0 .0 0.0 0.0 0 0.0 0.0 �0 0.0 0.0 0.0 0.0 0.0 0.1. J.0 0.0 J.0 0.0 0.0 0.0 0.0 0.0 0.0 J.0 0.0 ( CONCRETE PIER FOUNDATION . --- w% o REINFORCING PRECAST C 2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 G G - G G� a (4,000 PSI AIR-ENTRAINED CONCRETE) CIVIL � si�ox ij� G r TIE SPACING'E' "% PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING �r� E.E t + + + + + 0 + 1"' +0 ] + + + + + W + + �l+ + +W + + W + + W Wes +- + +, ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. THE WATER-CEMENT RATIO FOR THE 0. 0.0 0.0 0�, 0.0 0. 0 G 0.0 \0`G 0.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.G O.G 0.0 0.0 U.0 0.0 O.G 0.0 0.0 0.0 0.0 0. z ','. PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE 6E4 SLUE POINT RA® UNIT REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS NOTE SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. HLTSVILL � CiIEV Y3K 11742 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + VERTICAL SEE LIGHT POLE FOUNDATION SCHEDULE (6 31) 9 1-0 5 E 0.0 0.0 O.G 0.0 O.O .G 0.0 0.0 U.0 0.0 ' ®0 ' 0.0 0.0 0.0 0.0 0.0 0.'0 0.0 0.0 0.0 0.0 0.0 0.0 J O U.0 0.0 O.G J.0 0.0 0. REINFORCEMENT BAR'F' I.': . FOR ADDITIONAL INFORMATION, 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1". l�dW W.I{eyl.:l1/11 t11t1E.'E'1'111g.CCP11 _ / 4. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260, 0.0 0. 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0. 0.0 0.0 0.0 0.0 O.o ( 3"CLEAR COVER(TYP) ,� .' .; PROJECT NAME v 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. r� 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT ROMAN CATHOLIC CHURCH OF THE SACRED + + + + + + + + �'+ + + + + + + + + + + + + + /+ + + + + + + •FOUNDATION G 0.0 0.0 0.0 0.0 0.0 C 0.0 0.0 0`��, `0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 .0 L, ( DIAMETER'C') SHALL B�SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS HEART PROPOSED PARISH CENTER LC �/ SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT 14300 MAIN ROAD WELL COMPACT E WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED, ALL ACCESSORIES SHALL BE GALVANIZED. + � + + + + + + + + -.�[, + + �L --- , + + + + + + + + + �^ SUBGRADE r MATTITUCK, NY 11952 0.0 'CR.Y 0.0 0.0 0.0 J.0 0 0.0 0.0 0.0 0.0 0.0 dT '�'� u.0 �.0 v 0.0 0 0.0 G 0.0 0.0 0.0 0.0 0.0 0.0 0. ( 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BOLTS AS P_R THE REINFORCING SPLICE SCHEDULE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK zAY ELEVATION VIEW OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. rcrx TYPICAL LIGHT POLE FOUNDATION DETAIL DIST : 1000, SECT.. 114, BLOCK: 11, LOT: 1 + + + + + + + + + + + + + � + + + + + + + + + + + + + + 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.�17' 0.0 0.0 0.0 O.G 0.0 0.0 0.0 .0 0.0 O.G 0.0 U.G 0.'0 0. ( AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR N.T.S. LENGTHS,BEND SCHEDULES,AND CONCRETE DIMENSIONS. REINFORCING LAYERS SHALL BE SHOWN SEPARATELY DRAWING TITLE qW ON SHOP DRAWINGS. + + + + CkY+ + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 U.0 0.0 �g .0 0.0 0.0 0.0 0.0 0.0 0.G 0.0 0.0 U.0 0.0 0.0 0.0 0.0 0. ( 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED PART I L SITE LIGHTI G INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER DESIGN CRITERIA 150 CUBIC YARDS OF CONCRETE. NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PLA 0.0 0.0 0.0 �`-t9' 0.0 0.0 0.0 0.0 0.0 0.0 6.0 0.0 0.0 0.G 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.G 0.0 0.0 0.0 0.0 0.0 0.0 0. ( 28-DAY AVERAGE COP�IPRESSIVE STRENGTHS.SUBGRPDE MINIMUM ALLOWABLE BEARING PRESSURE=3,000 PSF(ASSUMED) 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SOIL FRICTION ANGLE=30 DEG ASSUMED PERMANENT CASINGS FOR DRILLED CONCRETE PIER.FOUNDATIONS. o o.0 0.G 0.0 0.o G.G 0.0 o.G 0.0 0.0 0.G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. (ASSUMED) DATE: 05I03/2024 ' SOIL DR(UNIT WEIGHT=110 PCF(ASSUMED) 11. CONCRETE SHALL ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE SCALE: 1" - 20� INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, 0.0 0.0 G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.G t BASIC WIND SPEED=130 P41PN EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIPv1EFRAME. ° PROJECT NUMBER: 23200 DRAWING BY: AM LIGHT POLE FOUNDATIONSCHEDULE CHECKED BY: MP GRAPHIC SCALE MAXIMUM HEIGHT ABOVE GRADEW 164'MAX APPROVED BY: MP 20 0 10 20 40 8o ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 5"(SQUARE ALUMINUM) pp SEAL(fit SIGNATURE. ALTERATION OR ADDITION TO THIS MAXIMUM NUMBER OF FIXTURES SINGLE DOCUMENT EXCEPT GI A LICENSED PROFESSIONAL ENGINEER IS A VIOLA"1"ION OF SECTION 7209, MINIMUM FOUNDATIONDIAMETER'C' 2'-O" �OF NEVV SUB-DIVISION 2,OF THE NEWYORK 1 inch E I ft. MINIMUM FOUNDATION DEPTH'D' 5'-01, `QROPILO),j�0 STATE EDUCATION LAW REINFORCING TI:ES'E' ' #3 TIE AT 12"O.C. * r�, DRAWING No: VERTICAL HOOKED REINFORCEMENT'F' (6)#6 BARS EQUALLY SPACED -' a- NOT .A 1,IIS,NLED LU Lu "=ADD 3 TIES,1-112"C-C,AT TOP OF THE FOUNDATION Ku m 08156 Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 7 OF 9 YAKey Civi1\Projects\2023''23200_ MN1 Architecture.--14300 Main Road_Ma!titucMDrawings%ey CiviP',23200_2024 07.19-.SPP2._SPDES_RPZ.dwg .X,.,O- ,, .", , SOIL EROSION & SEDIMENT CONTROL NOTES: 03, X"' . � I. " ______ 1:� ... ..- .... I�L - �5_1 a ! 4S 1 F1 � ___� -�cl �-C)56 �/// 111, ', "I . , 11 .- . I / : I 11 W - ,---' - ---- * A EXISTING PAVEMENT-,,\ 2" - 1. REFER TO SITE PLAN(SHEET C-11)FOR ADDITIONAL NOTES. � ,��,,, . , - -, , I I I II� �,'� N F. - . - I 'T I � 11"". . %, - i -------- Received 50'MIN . -e-s-j %,�- - � 2��__ � ____Z�___ 1 3' 1/8"O STEEL WIRE---., - . PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM . . I , 2�� 6 .,,4 1 1 1 1 1 1 RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED ,,,�,,, I /*/, v . 11 -------- __ __---_-__----�_�_ ------- NZ4 I "I". I .�,0 � ,./,,"'. - - E_:��_ __O"5 �H _�� j - A - I 11 CIC-1 ..j I/ �1��\ (0 8'MIN- - P� ,,---, _* ____ 1 /7 _= I. , -L, `� " i�_____ / f_ 1'� STAPLES(2 PER TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN :1 �� I 1. - - DUNTAB E BERM STAPLE DETAIL *11 RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD 1\ , 11<1 I .- - __----- ------7_--`,N-' __--- -- GROUND FILTER CLOTH-/ M, BALE,TYP.) B - - B I I. ,.;�,, 1. .%. 111. IF','1� \\� "" , ---- *-- - :�:�� I,---- ______ ---.� 60 d oi APqft (OPTIONAL / IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON / ��, �/ . ----- o---- � �,� I. ..I . , . hing UNDER PROFILE .1// , ---� _� � ____ 1 0 MIL PLASTIC - //-10 MIL PLASTIC LINING - WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. t vo "I 26 __ __�____ -, 'A 008- G L :_: 9�, "e/. .." . :� ,.::::I . . ------ ; , .. I W 1___��___ orat LINING BlNDIN . .; . ____� Z5_��al__ &Vp - z - - I..__------ . 11-1-- __ _____ :� � op 50'MIN. WIRE '14 EO 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES // 1,7513 II1�:mar atoovh -.*---- ,- I 0- - --- - I - �� // `*01 I I . r ---- _,____ ___ . --..---- k I (Ij .1 i.. - -----, ___ - THE CONTRACTOR OR OWNERIOPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE . ...... � on . . ---%N--- t 2� k�� , .I'. : I , - I I . . ow - I REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH I . : : :: I . .-y � ,q 27-o�__, _o � I ;E \-NATIVE MATERIAL - . - �, _�_� STRAW BALE---__ // - m ;�V.S�. ito __0 WITH TAKING ALL _____ : �Z ,- OR CONCRETE I - '. III, 0, _,.-v.I: I I .....I. 11__�_�� _- ::g-_ ____�_ I i --1 HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. I . � ., ., ___m*__ ____ : I EXISTING GROUND �? � BLOCK(TYP,) ".I � � : I I� I ___ 1=1 :��_,� ,I (IF EXCAVATED, /"�/� I I I I -W, ___ - - I I _. . . I I �_ 2V:1 H MAX SLOPE) - $ �e� _\ I ' - 0 = -1 -4 , I..,1. ==___:_�_�_"_ ______ -,A- I I I I I I =:___=�__ 11:= 0:: � z I I / I � I I I I 1 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND ,�'11' :!;! X _____� I : - WOOD OR METAL STAKES _1� I I , ;_ 0 . : 2� I-12'MIN. i� uj ' � ..------- A , : I F_ �F SECTION B-B (2 PER BALE) PLAN SEDIMENT CONTROL ('BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS �.Ma ,1tuck . �SxOfolk?,`AA�vew __----- _:ww� ! : - . : 2E CO Lu iI! .5 i � N 0 t; � __---- ___O_� 2950 0 t m I - 5<- > PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR vio" / �Ii III(------- � ____ tk��_ 0 I \\\^ , / Lu < CONCRETE AND GROUT WASTE MANAGEMENT: , 1 � 1,��,7- " I r- a_ STORMWATER DISCHARGE. ojv,jN-0001IZ1' `� !, 0 I . 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE WvOsuff ;�' V 87-48 G I EXPOSE 6"OF FILTER CLOTH-/-__"0' f 2� WETLANDS I�, : r- GROUND LINED CONSTRUCTED PIT. 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE P. .I�:.-., (_ �I I .Aj 00 0 I r- ALONG BOTH SIDES ;F :;�:It: . .�Fi;� S. BOUNDARY I (D �? 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS,HOPPERS,VIBRATORS, . ,v k __� I PLAN VIEW SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT ... : 0 1 PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE . - . CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. s OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER I. . ,,-, U ___ ! au f* ...., "' e - - \ MANAGEMENT FACILITIES. _��....... I,__ . ue 1. I 11 � I I .. � ... 'A (j � I- .*_ 0 0 1 STABILIZED CONSTRUCTION ACCESS NOTES- 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT "I ,.'z " 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED 11�i 0) 1, itt I i 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN I �b' ""I 0) I , - BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT ,.,I 11 . '... \ 1 2, LENGTH -NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH . I ./ IE �_.._,1 _� / 1. �I ____ CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/ RELOCATED BY CONTRACTOR AS "I I, I. 11, r�:� WOULD APPLY). HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. 11 I / 0 �, I, . In .I .. . �'___ "� -�-I-1 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. I. o" , ,e,: . � !i:.ii A. �_,• ----� .1 . _', , .. :::::�i 1: .. . k1l .... ..v , , - , _ �__��_ 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS DRAIN INLETS.WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET :I�:I"".. I'll, , , . I 1. �. I` -- 19* Map data 02024 Terms , Reportamaperror 0 f- - ____�' �1 OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE ------ .. " _____3_ . I I 5, GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. PRICE BID FOR THE SITE WORK, L6 . ,-3- _ _ _ ORD. 2. - 0 6, SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED VICINITY MAP 0 . _]�__ 0 13 RD.0 . I I BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER 8. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION N.T.S. u*) .. , I .. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR STRUCTURAL APPURTENANCE. SEQUENCE. 0 � I ____ _� / I - FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE I III, 0 1 i / . S : I ONTO PUBLIC RIGHTS-OF-WAY MUST BEREMOVED RIGHTS-OF-WAY, I � I I P.D. - S I MI WASH AND BE SIZED BASED AS ABOVE. 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PROJECT DATA , III III / I I : : 7. MAINTENANCE: � 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN RECOMMENDATIONS AND REQUIREMENTS. 0 � 61 / I I , � �! EXISTING / 0 1 APPROVED SEDIMENT TRAPPING DEVICE. 71. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 11 : 27835 MAIN ROAD \ 1-1; ONE STORY / 0 : DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED / 1 9� PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. ALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION _4:Z�1111=11 / MAS. CHURCH / D. : - P.O.BOX 926 11 :11. r /ff (B @ � OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. I � -/ 114300 10, CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY OF THE MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE CUTCHOGUE,NY 11935 -3 '3 \ 0 � I PHASES. THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL - - I Z I/ " S. 'OUR LADY 11 GOOD , I I STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND TAX MAP NUMBER..................... Dist.1000,Sect.1 14,Block 11,Lot 1 I I 1. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR I PROPERLY DISPOSED OF OFF SITE. I 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE I R. AR 11 I I "II ( /COUNSEL R.C. CHURCH'/D.D. ;I� 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL, ON SITE� I - / ! 13. EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. ACTIONS IN A REASONABLE TIME FRAME. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) - \ / : III I -A__� 1�0 / / : DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. - / /- i CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) >_ I __ - - \ 0 � ,/ 10 . i IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES I W - &, (�_, 1E I I CURRENT USE........................... CHURCH -.---.----- I OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. -1 (1/2)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE < 0 I � " &-___ _ C%j it ".W - M 4 UJ I I RD. " STABILIZED CONSTRUCTION ACCESS 7.4, THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. INCORPORATED INTO THE SITE IN A STABILIZED MANNER. PROPOSED USE......................... PARISH CENTER - I ____�� __ 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN I Jw< � � .. III- I • � `lIi � .0 • I N.T.S. NON-DESIGNATED AREAS. EXISTING FOOTPRINT............... 8,567 SF 01-0'-,�:: . 0 F/ 0 1 ITI 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED _j n 0 / . GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL BE PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) co wo 1> / CONCRETE AND GROUT WASTE MANAGEMENT X S Lii M I I STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. COVERED ENTRY:273 SF <a- Z M . 0. u . 0 I.- 0 n I I I 13 '13 I �A "P-1 .. I N.T.S. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF I;j N iL � 0 _1�z �1 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF V) � � I.- CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED, - - I TOTAL. 10,528 SF =) APPROXIMATE LOCATION OF PROPOSED INLET '_�� 3- !I PROPOSED CONSTRUCTION FENCE I- - PROTECTION( 1��o il INLET PROTECTION TYPES AND USES 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER A �t AROUND PROPOSED WORK AREA III , III 'D 0 0 00 !I _�, OF ALL UPSTREAM/TRIBUTARY AREAS. FINAL MAP (SHOWN OFFSET FOR CLARITY) 1 �� >.1 ; � -------T_ � � 0 �, 24- . 1 . L_ � 9i- I q TYPE EXAMPLE USAGE NOTES 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF - 0 )I- I, � � III, � III C5;1 1�� -------------- I orf REVIEWED BY ZBA L_ � I SILT FENCE NOTES IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. >'_ ', 0 (7�- 11 z L_ .2 .% I� :,3: FABRIC PLACED THIS METHOD OF INLET PROTECTION IS NOT 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. 0ECIS10 # .-i N ,a OSj;,�� I ;�"'I 0 UNDER INLET NOT PERMITTED , (D , Z"..". 01 0 ACCEPTABLE, 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. 0) ".."I I i t7l CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER •[DATED:E Z.% I I! GRATE 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE L_ L_ . I %1z I/ .............- ,�� - FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. :3 - �'�,��,--. � _ _ , 0 --I/, . Z�� . /I I 0 -_ 11 MAXIMUM SIDE SLOPES OF 2:1. GOVERNING AGENCY. 4- a M 11 `IIi PROPOSED CONSTRUCTION 1�_ � I EXCAVATED DURING INITIAL OVERLOT GRADING MINIMUM DEPTH 1 FOOT. 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. L_ _j I 'I .$E 1 DROP INLET AFTER THE STORM DRAIN TRUNK IS 17. EXISTING TREES AND SHRUBS 10 REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. 0 _y ,�/-�' I ... � . I I GATE AND ENTRANCE I PROTECTION INSTALLED MAXIMUM DEPTH 2 FEET. 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. 3:: 0 1 1 . .0% ...,.,. .,\ I ..... I CONTAIN 900 CF PER TRIBUTARY ACRE. 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. 0 _j ...... . .. 1. I =1 1, 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. ... -.-I-.-.. . -..- -I MAX SLOPE OF 1%OF SURROUNDING AREA. C: :5 L- . ,....... . .��*.��. . -0\ , W- ) - 1111 FABRIC DROP DURING FINAL ELEVATION GRADING .. ... . . n -REINFORCED HEIGHT OF FABRIC. UPSTREAM I AREA OF DOWNSTREAM I EXISTING .. . . ... . ..... .. . .. I .. ... . .. . .. . .. .. .... .. . . . - 11 INLET PHASES AFTER THE STORM DRAIN 0 .. .. .� - ... �.. . .. .....,.,.,. . .. .Il'. . . ...�... . . . 1 .. .*.\ - r MAINTAIN OVERFLOW TO DROP INTO THE AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE .........(..4 .. . ... . ..�. .. ...... .... ...r. . .... .. ... 9. .S. DISTURBANCE GROUND _5 f . ,, , ,*.. .�* *A'%*1" ...... .... . .. , �-)' �.. .)........'.. / _� S. PROTECTION SYSTEM IS COMPLETED -41, I 1'.,.,.".,.,.,. '', , , I, L", .. . I 15MAX UN 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE - *-%i '-*-*-' - - - -- --- -- I , \ ______ DROP INLET. SITE. - . , . . . .. ..... . ..... ...... .. .. .... . ..... .. . .. . ... . .... .. .I . . . . . __ ... .. .....,..\:.:.:.'... . .. .... ... . . .. ... ......... .... ... WOOD OR METAL FENCE POSTS SPACED . .. .... . ... .. ....... ................. .. ..... .... . MINIMUM STONE BARRIER HEIGHT OF 1'. ..... . .... .... ...... .. .... .... .. ..%. . *. '.'.'.',, , 1i --------- 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS I.. . . .. . . .. .. ../�.-\.. .. .. . ... . .. :� - STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2'. ' � ::��. . .. .. .... .. . ........ . ... .* *,**,"'* * . .. F-O"O.C.MAXIMUM (METAL FENCE.. ... .. .. - .. , I . .. .....\ - APPROVED FILTER FABRIC MEETING I . . . .. .. .............'.. .... .. .. ... . .. ...... . ... . ,0. I.......... .. . .. . . .. . . .. . .. .. . .. . .... .... .... . ... .... . .. .. .. . ... . _ NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM .. . .... .. . ... .. . . . k . . ..... ...• .. ..... .. . a III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR - POSTS OR APPROVED EQUAL TO BE .... . . ." ........ -. .)........................ .•.• ..• .. .•................W. .• .-., . .. . . . _ � I di - , I N.Y.S.SPECIFICATIONS(T-O"WIDE) INSTALLED IN ASPHALT PAVEMENT) FOR WHICH THE PROJECT IMPACTS, .. .�..� .... .... . ...LI-I*I I I I I I **I * I I 16. �:. .....-.6.1,*.. .... .. PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR . . . . . 'A . ... .. . , . u 0 1 BYPASS FLOW. 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA. AND CONSTRUCTION WASTE MATERIAL .. ... . .... ..... . v ., . . .:. --I - FLOW 2� ROTATE POSTS TOGETHER -_ . .... APPROXIMATE LOCATION OF ' ..I ,i . t - 0 1 - > * . �, _ MATERIAL STOCKPILE � USED AFTER PAVEMENT USE WITH UPSTREAM BUFFER STRIPS AND =� iE STORAGE AREAS SO AS TO VINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY I I ... .. .I .. R I.` . I b BEFORE INSTALLATION \ _ - I> , '� '. .. �;o 0 PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. COMPACTED S -1 _� PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL .1 . .. .. I CONSTRUCTION HAS BEEN DONE WHILE -TEN OR BEYOND. " 1-1 *1\ PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED . �.- . . -*I;1, .. � .. I .� - . . - t"'r, APPROXIMATE LOCATION OF it� IV INLET PLACE AT INLET PERA/d, . . '. . - . I -I. "�.. . . .:�- . 0 / .. .. � .. � . � . . ..� .. . . . . . . � PROTECTION FINAL GRADING AND SOIL INTEGRATE TRAFFIC SAFETY. SECOND IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. ,-, . � . . . . .*. .*.*. . . . . I .1.. CONSTRUCTION TRAILER AND ) STABILIZATION IS OCCURRING DO NOT CAUSE FLOODING OR BYPASS FLOW. = ---. / SILT F . . .. . � . . . . . .....* . . 911' :�::::::: :. 9.11, ;, 1: TEMPORARY SANITARY FACILITIES 0 �0 R21m vmr-- / __ 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS.CONCRETE WASHOUT AREAS , - .'. . .... .. (SEE NOTE 27) 0 FABRIC WILL EQUAL OR EXCEED THE 07/19124 ;> �. . . 19.94I -.7 ' .. �: . ��:.I I � 11 2 AM ISSUED TO TOWN . . I '. 11 9 52' I ��I 57 81' ..I I .I-: .�,: . lIe - W W17 I AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. . . I :�i�. 11 �:III. I INSTALLED AND ANCHORED IN PERFORMANCE STAN7�ARD FOR THE SILT � : ': I ItMtN I :.1 ::i I �_- I - - � I � / I .. : f I I : . � .11 . . . I . C". . ,.., . : :�!: ii ..I. �. 1 � . IERTS WILL BE D 6"DEEP�� b FIRST SILT-\\ 1 05/14/24 DID REV PER CLIENT COMMENTS ) 1i . �. ii :.:I :::,. � APPROXIMATE LOCATION OF I ACCORDANCE WITH THE FENCE FABRIC. THE INS � . _.. :.i.. : - NIL DIG 6"WIDE AN . . � i:.::.. � :`., I V INSERTI El - 23. DIEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE - � `0, �11.I. ::: I,: .� �� MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVER MINIMUM OF 50% " FENCE > %... � - ;,..i. PROPOSED SINGLE-STORY PARISH �. �� .:, CONCRETE IAIASHOI IT AREA I TRENCH,BURY BOTTOM i RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. NO. DATE BY DESCRIPTION I � . . . ,:. . . m I 0 PROTECTION � :.,� :�: t� I � 1 ". : .. �,: AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED,TED DESIGN FLOW V-0"OF FILTER FABRIC, . .! ILOO . CENTER WITH PARTIAL CELLAR i� -, 0 . ," ::II ::.:p - -I �� .t> .::. ". I 0 0 AREA OF THE STORM DRAIN INLET OPENING. TAMP IN PLACE PbST(TYP,)-/ \-STAPLE(TYI32�. .... 111 CELLAR:2,020 SF i. : .. - APPROXIMATE LOCATION - . . - a v - THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: I :: I :1 . - ( ,j *:*:* L I.. I !-• .... REVISIONS . . . . i I :I I . : 1> • : . �� :: : . ... . . . • OF CONSTRUCTION SECTION JOINING FENCE SECTIONS a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE .. �". �.*� FIRST FLOOR:8,508 SF I .I . .•. . . 0 . . .•. :::, i.� .I � . 0 DUMPSTER *1 INLET PROTECTION NOTES: INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD;THIS AREA SHALL BE GRADED SO THAT RUNOFF WATER WILL BE . .• . . ��..i I �:.�.. ,� ro - . -.-.-.- - - - � ,�� _ ,.:: : ,��, ". C" . . . . . . .•f .1 1! > . . . . ..I' COVERED ENTRY:273 SF ..:�'. . I C" . . . � . . . . . 0 1 yjy n I 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS 8'O O.C. SILT FENCEIFILTER WOOD RETAINED ON SITE. I .•. .I%.:'1:. ::;"� �; I:.„:: ,.* . * •* * * * * . .:: - I I . . .,. ,,,.-�, ::-r. .,�. I I . 97.27'� ��1. . . � I . . . . � APPROXIMATE LOCATION OF I NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER I / METAL FENCE POST b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED, • �, . • ..... .. :, � - .•. . � . . . . . L I -=-- �_ / (TYP.) � FABRIC c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED . . . . . . . . I .- 40 23 PROPOSED SILT FENCE ALONG --- -.L I BEFORE USE. I.. I I _:�_..� .1 11 ... f - : . . . . . . . . . - �*�* * * * * * � � � . � . 2, THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED I ACRE. FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE � . . � . � . . . . . , . � . . . . � ._. �*. i�_.-.�-.-_. - , � , - � . 0 , , - ,. . : . * � . . . I . . . . *�*.*�*FL* •* ******** E;,.*.*. CONSTRUCTION FENCE(SHOWN ' I I 1 0 . . . . . . .•. . . . I . � � �•� � .•. - I � 1 7 1 •. . . . . . � . . . . � . . . . . . . . . � .•. I 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. ,I 1�:, * * * * * * * !G* * * . I 11 . * OFFSET FOR CLARITY) . . . . . I I I . . . . . � . � . . .. ... - . ''I I .�, .1. . * * . * ** ** ** * * - - - . . - - �)U') , I . .t � . . . . . . . . . . . p. . .I.*.*.*. - z Q_ DRAINAGE AREA TRIBUTARY TO THE INLET. P__11`1 0 .- . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . / ,______� . � 1p.,.*.- -��-- - - . 0 . ... 1 * * *- * * * * *,-*-*-*--*-*-*-*, / W. * * * - - I U-) 4. EROSION CONTROL/TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED ------I , -OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING . . . . . T v 0 i-. ::1.�.- -�-.* * * * * . . CC& _�P` , - , , 25. THE RIGHT . . * � . � . � � , . . � . - 11 . . i / � or- �:: 0 . . . . to 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES F11117D INITH BALLAST, CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING .. . . . . . . . I . . � . � . . / � I,:.,m- , ." .�............��. 1 STY. *1 4--& � 0 AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. - I I I CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR . - 0 . . . . . 0.�*.-*.-*.-*.-*.-*.-*.-*..*.-*..*..*..*.-*�**.*.***.**.**. *. * (/ - / - '1S I 0 � ULTRATECH ULTRA-DRAIN DIRECTION OF CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. 0 . . . . . . 0 51,0- ___yI�10. \�� 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT, SURFACE RUNOFF 0 1 � . ...*.*-�-*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*-*- -.-*-* O'b /1� / GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. PLAN CIVIL EFIA IS,=I Pd EMM"P-311111 roul.G ^4 . . . . . . . . . � . W . . . . . . . . - / � LO .�. .............�...............��...... 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL 0 . . . . . . . . . . . . . . . 0 B _�_ / INLET PROTECTION STANDARD SILT FENCE NOTES: 664 BLUE POINT ROAD, UNIT B : �) 0 . . . . � � . � / E,6, � NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,THE APPLICATION 0 0 .-IIIII.II. . I . ( 1-, / � N.T.S. 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED HOLTSVILLE, NEW YORK I 1 742 0 t b:-E2 ;I NOT EXCEED 5%.z I 0 0 / ix �1, 0 3 2, WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (11I 861-0505 1 0 0 0 0 0 / / 0 0 / / Is MINIMUM OF 3 TIMES. www.KeyCivilEngineering.com 0 0 0 C/ - 0 . ".- STANDARD SILT FENCE 0 V 0 0 / C.-� PROPOSED TREE / N.T.S. PROJECT NAME / 1 STY. %_ AREA DATA C,� 0 PROTECTION FENCE Ed ` /. I 0 0 0 C/ rF2 / I "Z"<(/,\,/",�(/,\//,� ,,�(/, I (TYP.) /,'j'�7,%////// EROSION CONTROL COVER 11 ,,,,,,, ,�Io� ",//'/ 1 4ZI , �\�/.I:�X//N//X,�://",�(//\, PROPERTY AREA................................ 242,298.52 SF(5.56 Acres) / Z//Y/00 //��/, �� _/\�\,X,\� 0 0 0 0 I I,�00 P.A 11 �� 11 , ROMAN CATHOLIC CHURCH OF THE SACRED _j 0 0 & 00 STOCKPILE PERIMETER I ...1\ I '/1 .1 I(MAX) TOTAL DISTURBED AREA.................. 42,308 SF(0.97 Acres) HEART PROPOSED PARISH CENTER .. \ :Lc %116 0 0 SEDIMENT CONTROL . = " 10'-0"MIN. Cc I.-0 Q 11,41, I LED EXISTING IMPERVIOUS AREA 6,812.79 SF(0.16 Acres).04 1z"I. tv)> 0 0 1 (SILT FENCE SHOWN) ", . (D 11 11 (TYP.) 14300 MAIN ROAD MATERIAL MATTITUCK, NY 11952 11 .. Z? ui 1�= I 1 .2571:z%,.�. G 0 0 1 rr> m I PERVIOUS AREA 35I495.21 SF(0,81 Acres)e cIf_:i�: _v_1W �� 06 0 �® 0 - u. , TREE PROTECTION ZONE/DRIPLINE 0(n - .. .. � /"I ." I TOWN OF SOUTHOLD, COUNTY OF SUFFOLK v 0. I I . _j W L;j 0 1 - 0 0 �I . I .. .,. x Ix z-1 - 0 0 0 a 0 % 0 I I .. PROPOSED IMPERVIOUS AREA 19,520.70 SF(0.45 Acres) DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 Om 0 . / I �<_L;j N D 0 V) EL % . " . PERVIOUS AREA 22.787.30 SF(0.52 Acres) n 1 0*46 0 0 0 0 1 ,56.30, 0 0 0 ID 0 i . � - . .1 . DRAWING TITLE now or for Merl 1 am ON* I STOCKPILE NOTES: 4'TALL FLUORESCENT ORANGE L_ Douglas y 1 -7 qb A 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR HIGH-DENSITY CONSTRUCTION 0 SOIL EROSION & I OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION ---,,�3 Andrea Housler I now or forrnerly I , 0 STOCKPILES IN PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS 0) I -5i8,7,�-,,W-----,,.. Go HOus/er & _�t489 ..-C F I Karen kfalcom'son 1 275 oft 1�. MO 0 . YEAR-ROUND REQUIREMENT. I I I ZONE TO REMAIN UNDISTURBED L .45' 411111111111 6'LONG WOOD OR STEEL DURING CONSTRUCTION SEDIMENT CONTROL PLAN .,,,,ft. . ____�_______ __ FENCE POSTS. POSTS SHALL L. 0 � 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. 4- (D (D T'A)( Lo-r. --- 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE USE : 27 BE SPACED HORIZONTALLY 8' .11'...",.... . ......"" -, ,,- .1111, ;1;; -, C now or for,,,Iy ,., m F_, , ,1W5r/"`1ayam1_ : , I I I , �'Ix "", I 11 I . ,I L_ : RESIDEN I - 4111�', , __�` I SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE .11._ _�,�;�< � , .,�,.77F,.,:, ,,.'�,_,,, 05/03/2024 ,�,- 0 -r- ,C: no ON CENTER MAXIMUM. ,M.,; , ,'I, - DATE: 0 ENVIRONMENTAL DAMAGE. I 1�,�,��,, 3p"'_,'1'5W`,-.14,, - 1. - �, I ,�r 11� ,I 1. "'' .... .. , ,g, , ,,, 11.11 -�,,, ,-E: ��2 .I , ,�, ,,�, ,i"'F."', q JOI n A. eclg/ivl W or forMerly " 1-001-1,11 5�"_ " ,� �eP., I , , " - Q) I Don `,� , 4' SCALE: ill =40' ":", Q) -C PUBLIC, -41, 1 TAX L07-. 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. �,__,�,?,-,�,�.�"".�.,,,.�',,',A',�.,? � 111.11'1,��,�.� - " "'' ,"' "- U) -4� 1 "I. ,_1 , , .1 � I I� " I � , I . AREA OF SITE 0 C7 , I I , ,. . I , I -- ". ,� " � • I ..I I _�'.11 I U I ZONE, ' ' I . :,""', � "� I "I ,,-,� Onzo OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. CO ,,"W"', , 7 0-C, ''. 1, CONSTRUCTION 7'A X L 0 T.- 29 Linda Co,t -VEGETATE OR AR ,_?__ - - ��'I , - - ...1. C PROJECT NUMBER: -1 WA 7`ER Use. Re : 28 n COS Merl 6, 'I 0 1 ,�IDEN 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE EA OF SI I 0�1 /IiAl/ PAL <_ �11_ -"I C R-40 USE. R _ NSTRUC I N [421.111' PUBLIC WA7.C. ESIDEN 7'A X L o-r.. 1 23200 1 TIAL ZOATERNE.R USE-RE , 30 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSrEM, CONSISTING OF SILT I PUBLI ZONE. FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. P :R-40 1 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER jz-- DRAWING BY: AM I I USLIc WA Tr-_ . DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,REIN PLACE,STOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED. TREE PROTECTION FENCE NOTES: CHECKED BY: MP 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POIN-ON THE UPGRADIENT DISTURBANCE. APPROVED BY: MP SIDE OF THE STOCKPILE. 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1/3)OF THE BARRIER COMPACTION OF TREE ROOTS. SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS HEIGHT, DOCUMENT EXCEPT BY A LICENSED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. PROFESSIONAL ENGINEER IS A TREE PROTECTION FENCE VIOLATION OF SECTION 7209, 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE ,,, oF NEw,, SUB-DIVISION 2,OF THE NEW YORK GRAPHIC SCALE , , 40 0 20 40 80 160 ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. N.T.S. G PILO 0 STATE EDUCATION LAW I I 1 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. APR 8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT * . * DRAWING No: I I I TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDINGS AND MULCHING,PLASTIC I I I- t� ' ' 'H OR SOIL BINDERS ONLY W /GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH r- �0 I 11 , ( IN FEET ) IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. 1 �5 No � - ,S ALED LU "*�;*`* I . - I 1ji , .. 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. .. 'r ::::. p 1- � I -_ _ >_ .. I I I inch = 40 ft. . A .. .nq (j) - .-...---- (7�1 _ . ...: I - �D _ ..'. ,_m *.." , ./, ** 11 0 081559) C-8 - �:._ III.I::: . MATERIAL STOCKPILE 0ik,�... 1. :Ie. k , I...��, ::: . .: t'l- - 1: 0 1 N.T.S �.: , I.- '. �11 -, I , 7 - v� -�0:=__ �-- --------.. �__�xj_� A.,,� .- __ I, - "' ,\ `�'rl 4 I � , Know what's below. , - - - Call eforeyou dig. 11 1-800-272-4480 ,911 -MARC PILO TA, P.E. PAGE No: % NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 9 YAKey Civil\Projects\2023\23200...JMN Architecture-14300 Main Road...MattitucMDrawings\Key CMIQ3200.2024 07,19__SPP2__SPDES..RPZ.dwg ` ITE F 4"THICK CONC.WALK 4000 AU Cry 4"CONC.SIDEWALK WITH U 5h PSI AT 28 DAY 6X6X616 W.W.F. fit` ZoningEXPANSION JOINT FILLER WHEN Board p q PITCH @1/4"1 FT OR AOBE CONCRETE IS ADJACENT TO ape g RETAINING WALLS,CURBWALL,OR 9, ✓/ BUILDING WALLS. / • • \ , (SEE EXPANSION JOINT DETAIL) •� � S;.F' r.,.. \ \ \ \\/\\\ 26p COMPACTED SUBGRADE(95%MIN ��i� �/\// //\//\ // � / \/\\/ \( /\\�/�\/ 6"MIN COMPACTED 3/4" COMPACTION),MIN.6"OF SELECT GRANULAR '\�/ CLEAN WASHED STONE OR // \tX ° "'P FILL OR ACCEPTABLE EXISTING MATERIAL, APPROVED EQUAL AOBE. k 1Affol -fAv F 7"MIN 1/4"RADIU 4"CONC.SIDEWALK WITH 6X6X6(6 W.W.F. PITCH 2%(PJIAX. m tt'ItL� I� 1, 1/8"PITC g"MAX CONCRETE CURB- 9" RADIUS ) ! 6"&VARIES TO MATCH EXISTING . : . .. ., (TYP.) `� Vda41a1V � Ca rn TO 1'" { ROADWAY f d d -� ...�.- WETLANDS > A. TOP OF ASPHALT D � �''I S. BOUNDARY TACK COAT 2"THICK ASPHALTIC CONCRETE SURFACE =1 PAVEMENT \�\.\ \��\��\�\��\��\��\�\�\.�\l�\cC\l\. �� SECTION B-B r iF EXISTING ASPHALT COURSE(NYSDOT TYPE 7 OR 7F TOP) GRADE d 6"P.11N NYSDOT TYPE 2 SECTION A-A PAVEMENT TO REMAIN OR APPROVED EQUAL 114"COMPACTED STONE 112 CAULKING j , x A 4 v d BIIIIIIIIIIH BUILDING AY 8"THICK CRUSHED STONE(BASE ,~ d' d NOTE COURSE NYSDOT TYPE 2 E END F CURB NOT ABUTTING .a ;.. EXISTING CURB SHALL BE RAMPED DOWN .'' •"•• "` d 1 ' a TO ZERO HEIGHT REVEAL IN THE LAST 10' d ' 114 1/2"x 4"PREMOULDELD EXPANSION _� Map data 02p24 Terms Report a map error ► d CONCRETE a 4 d VARIES PITCH 2%(MAX.) JOINT v AT LOCATIONS FACING TRAFFIC. 4 . ,., SEE PLAN. SIDEWALK VICINITY MAP (...... .i i l: :...:. 95%STANDARD PROCTOR COMPACTED 2' 0 EXPANSION IN JO T QETA{L _.._...-.__, .I. :. N.T.S. ,........:I:........I.I.......I ;.....:::I I STABILIZED SOIL SUBBASE I:. :I:: :. :.: :� �I 1,4 EXPANSION JOINT 114".....:::........: .. r I I '12,. (:...:: B CONTROL OINT EVER XPANSION JOINT EVERY 15' �:,'. ;:':•'.'''.' :.:'..;�.:•': y ....... . .'..:, .......:,...: ..:.;.,. PROJECT DATA CONCRETE J Y5 SEE DETAIL ON-SITE CONCRETE TAPER DETAIL (SKIP WHEREVER c ) f i• i I l ! (NYSDOT ITEM 609.04010510,TYPE Vf-150) N.T.S. EXPANSION JOINT -SEE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART STANDARD DUTY PAVEMENT SECTION N.T.S. DETAIL) 112"RADIUS TOOLED JOINT 27835 MAIN ROAD P.O.BOX 926 (FOR USE ON-SITE) PLAN CONTROL JOINT DETAIL CUTCHOGUE,NY 11935 CONCRETE SIDEWALK DETAIL TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 N.T.S. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) (FOR USE ON-SITE) N.T.S. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) CURRENT USE........................... CHURCH PROPOSED USE......................... PARISH CENTER EXISTING FOOTPRINT............... 8,567 SF PROPOSED FOOTPRINT........... 8,503 SF(INCLUDING BUILDING CANOPY) COVERED ENTRY:273 SF GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 1/4"x 1,12"LG.PIN HD.BOLTS TOTAL...................................................10,528 SF COLOR RESERVED WITH NUTS&LOCK WASHERS LEGEND&BORDER GREEN(NON-REFLECTORIZED) 1/4"x 1/2"LG.PIN HD.BOLTS NAL MAP BACKGROUND WHITE(NON-REFLECTORIZED) PARKIN_ G FT WITH NUTS&LOCK WASHERS M.U.T.C.D."NO PARKING SYMBOL WHITE(NON-REFLECTORIZED) PA.U.T.C.D.'RESERVED REVIEWED � t f�/ [`� �/ [� J� �!t ANYTIME"SIGN BACKGROUND BLUE(NOWREFLECTORIZED) 1 EVI E !'y E D B I Z 1. A BOLLARD MOUNTED-'NO PARKING P KID (M.U.T.C.D.R7.8) PARKING'SIGN BOLLARD MOUNTED-'RESERVE ANYTIME'SIGN(hA.U.T.C.D.#R7-1,NO (Rr-8) PROPOSED CONCRETE LANDING TO MEET DECISION# —7C . : PARKING'&'VAN ACCESSIBLE' ARROW) A ® E PAVEMENT FLUSH SLOPE 1.5%(2%MAX.)IN � DATED: SIGNS M.U.T.C.D.#R7-8&R7-8A) 4"WIDE PAINTED NOTES o ANY DIRECTION ( 1. ACCESSIBLE PARKING SIGN SHALL (TYp OF 2) STRIPE(BLUE) U.T.C,D.'VAN PROPOSED ACCESSIBLE CONCRETE RAMP o CONFORM WITH CURRENT FEDERAL, ACCESSIBLE'SIGN ° o STATE,AND LOCAL CODES AND (R7-BA) 7.5/c SLOPE(8.3/o MAX.)BROOM FINISH ° REGULATIONS. VAN RAMP SURFACE PERPENDICULAR TO ° 2. VAN ACCESSIBLE SIGN SHALL CONFORM ACCESSIBLE SLOPE PER ADA STANDARDS(TYP.) SEE SITE PLA ° WITH CURRENT FEDERAL,STATE,AND FOR ADDITIONAL o 0 LOCAL CODES AND REGULATIONS. INFORMATION "WIDE PAINTED z o GALVANIZED U CHANNEL POST PROPOSED SIDEWALK 1.5°/ 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO '' i •. '":` 44' STRIPE(WHITE) O 0 INSTALLED IN 6"DIAMETER jo- °° o 24"MIN 84 INCHES MEASURED FROM GROUND`V ca ° CONCRETE SONOTUBE. 3'MIN. CROSS SLOPE(2/ MAX.) C� j�yw ° SURFACE OF PARKING STALLS. -'--GALVANIZED U CHANNEL QQ r ` FLUSH CURB e > o EMBEDMENT DEPTH POST INSTALLED IN 6" PAINTED ACCESSIBLE DO SYMBOL(TYP) ¢ 0-11 o DIAMETER CONCRETE Q CID ¢ SONOTUBE.T MIN. 01 � o EMBEDMENT DEPTH 8'.0"—•�+--8'.0"—+-�"-8'.0"-��-+-9,0"--*� o cO o � o ROPOSED CURB 0 O 0 o NOTES NOTES: o — 1. ON-SITE RAMPS MUST CONFORM TO SECTION 406 OF ICC/ANSI Al 14.1-2009. 1.CONTRACTOR TO APPLY 2 COATS OF PAINT 0 2. SEE SITE PLAN FOR DIMENSIONS. 2 07/19/24 AM ISSUED TO TOWN PAINTED ACCESSIBLE & STANDARD STRIPING AREA DETAIL NO PARKING ANYTIME SIGN ACCESSIBLE PARKING SIGN 1 05/14/24 DID REV PER CLIENT COMMENTS (FOR USE ON-SITE) (M.U.T.C.D.#R7.1,NO ARROW)(NYR#7.4) (M.U.T.C.D.#R7-8&R7-8A) ON-SITE ACCESSIBLE RAMP DETAIL - TYPE N.T.S. N.T.S. NO. DATE BY DESCRIPTION N.T.S. N.T.S. REVISIONS f. EAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV UND CONCRETE CHIMNEY OR OR APPROVED EQUALS Fi !; i,' aim !� %'I� �y ,�/iv�xa , BRICK ADJUSTM[NT FINISHED GRADE 66 Lug PINT R® ®, UNIT HOLTS'1l1LLE, NEVI!' YORK 11742 10"CONCRETE TOP TO AST IN PLACE WINDOWS 0" (6 31) 6 1-0 5 0 6 24" 4 q SUPPORT H-20 VEHICULAR AS REQUIRED. 12"0 ADS N-12PIP °' LOADING,4000 PSI AT 28 DAYS VJW{ .KB��IViI Ct lr1@Bri11�.C�111 2A+O.D. ---- A OIL 4 .D. A PROJECT NAME e ® ® ® ® ® ® COLORED PLASTIC ROMAN CATHOLIC CHURCH OF THE SACRED ® ® ® ® ® ® RAINAGE RINGS SHALL BE WRAPPED N WARNING TAPE HEART PROPOSED PARISH CENTER ® ® ® ® ® ® WITH GEOTEXTILE FILTER FABRIC _ _ DESCRIBING BURIED COMPACTED SELECT LIJr m° 1 'a UTILITY A MINIMUM BACKFILL(95%PROCTOR) 14300 MAIN ROAD BACKFILL UNDER,AROUND AN ® ® ® ® ® 01 ® 4 OF 12"BELOW MATTITUCK, NY 11952 TOP OF DRYWELL WITH CLEAN uI 8" 4'.0" 8" FINISHED GRADE GRANULAR GRAVEL AND SAND ® ® ® ® O) an 5'-4" -- O.D.I2 MIN ®a® ® ® ® wl ® TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ®o® ® ® ® j) ® DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 ®�® ® ® ® �l ® CRUSHED STONE BASE OR NYSDEN B w \ PLAN PIPE IS CERTIF(INSTAL INSTALLED BETWEEN 6'&13' / �� / ® ® ® ® ® ¢ w) ® NOTES BELOW EXISTING SURFACE \ \ \ DRAWING TITLE NDIS?URGED SUBGRADE CD J 1. MANHOLE TO BE IN ACCORDANCE WITH ASTM C-478 ELEVATION,WHEN PIPE IS INSTALLED ® ® ® ® ® z I ® 13 FEET BELOW EXISTING SURFACE ® ® ® ® ® �I ® Cf) 2. CONCRETE 4000 PSI @ 28 DAYS. ELEVATION,STONE IS NOT REQUIRED. \ �O =0 3. REINFORCEMENT AS REQUIRED FOR H-20 LOADING DETAIL ET ® ® ® ® OI ® > EAVY DUTY GRAY IRON(CL35) IF ROCK OR UNSTABLE MATERIAL cn �� \ ® ® ® ® ® wI ® �� w DRAINAGE STRUCTURE SET BY CAMBELL IS ENCOUNTERED EXCAVATE TO o LL L FOUNDARY COMPANY CLRB INLET SET OBTAIN A STABLE BOTTOM ��\ / ® ® ® ® ® ® MODEL No.:2617 OR APPROVED EQUAL MINIMUM DIMENSIONS FOR PIPE BEDDING w s ® ® ® I1=P 12(d PIPE DIAMETER A B DATE: 05/03/2024 ® ® ® " ? ® EM T-0"MIN (INCHES) (INCHES} (INCHES) \ ® ® ® ® ® ® 8 2-6 $ ' ROUTAROUND UPT018 12 6 SCALE: N.T.S. ® ® ® ® ® ® ENTIRE PIPE w PROJECT NUMBER: 23200 Q j WARNING TAPE NOTES DRAWING BY: AM GROUNDWATER �' z 1. WARNING TAPE ABOVE ALL STORMWATER PIPING SHALL BE BLUE AND AST IN PLACE PIPE STATE"STORMWATER PIPE"OR APPROVED EQUAL, CHECKED BY: MP A WINDOWS AS REQUIRED 2. WARNING TAPE ABOVE ALL SANITARY SEWER PIPING SHALL BE GREEN 6'-0"MIN.PENETRATION INTO A VIRGI a OCO P.S.I.CONCRETE AND STATE"SANITARY SEWER PIPE"OR APPROVED EQUAL." APPROVED BY: MP STRATA OF SAND AND GRAVEL.REFER TO SOIL BORING ON SHEET C-4 FOR DETAILS ON APPROXIMATE DEPTHS OF ON-SITE DR ELL DETAIL ,8"SQUARE , „ SEAL ALTERATION OR ADDITION TO THIS 3'10" Y CLEAN WASHED DOCUMENT EXCEPT BY A LICENSED EXCAVATION REQUIRED. AGGREGATE(SIZE NO.57 STORMWATER/ SANITARY PIPE INSTALLATION DETAIL �OF NEW PROFESSIONAL ENGINEER ISA (FOR USE ON-SITE) N.T.S. SECTION A•A AS PER ASTP,4 C-33) VIOLATION OF SECTION 7209, N.T.S. �Q� �G PILOT � SUB-DIVISION 2,OF THE NEW YORK A (� �Q Ty STATE EDUCATION LAW. NOTE: DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING 4+-0" X Z'-6" PRECAST CONCRETE CATCH BASIN * _ �` DRAWING No: 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT (FOR USE ON-SITE) 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HDPE UNLESS NOTED. 1 w N.T.S. Lu m NOT ED `�-4Esr�ir�o`i Ah'O�k6Blwp' -. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER 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 1081558 9 OF 9 Y:1Key Civil\Projects12023t23200-.JMN Architecture_14300 Main Road_MattltucklDraw:ngs\Key CivM23200_2024.07.19..SPP2-.SPDES._RPZ.dwg A h 6 tac : r __ a Architecture Plartnrig Design= i 406 N( k1kountrykoad ^_ Saintlames;NY-11780: ...:. . ..::. :: t631)86MO% • Received =- JMN=•Architecture:com AUG 0 5 2024 Zoning Board of Appeals J \ THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION 36' 10" 01 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. — — — — — — — — — — — — — — — — — ISSUE DATE COMMENT .is.+» a •..�,. �f,; 'i-r • �.Ari,� •-� '': `s;'". .+,., y�' . ,; ,»•'y`s • _ .• ,.::,�. gip• :`> 513124 BUILDING DEPT. DENIAL 7/19/24 ISSUED FOR SITEPLAN ,j • I .•w•r• i I »r I I I 'Sr I :,•fit. 0 0 IT �s UNFINISHED BASEMENT STORAGE AREA A I N A L. MAPIRr-mr-WED BY - (8-0 CEILING HEIGHD 0 O CLIENT: TYPICAL COLUMNS I i ROMAN CATHOLIC CHURCH .a I OF THE SACRED HEART SLAB ON GRADE SLAB ON GRADE 27835 MAIN ROAD P.O. BOX 926 CUTCHOGUE, NY 11935 — — — PROJECT: MI I NEW PARISH CENTER 14300 MAIN ROAD — I I MATTITUM NY 11952 SEAL&SIGNATURE rN I I �•r, `tITJ b'�� STEPS UP TO FIRST FLOOR - - - - - - - - - - - - — — PROJECT No. 24004c DRAWING BY: D.R. CHK BY: J.N. SHEET NUMBER: 1 OF 5 TITLE DRAWING: BASEMENT PLAN Z BASEMENT PLAN (D(D SCALE: 3/16"= 1'-0" NOTES A= 100 Arcn necturo., Architecture:` I'larinir -Desi 'r f 406 Mort Count Road - _ , `Saint 3ames`NY 11780 " `631 862-8055 (- 've , Cel 1MNlArchite,.ture com Re , Zoning Board of Appeals 137'-6" 40'-3" 97'-3y2" 01 THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. u INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION ow OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT ® THE WRITTEN CONSENT OF THE ARCHITECT. II — o u W011�IENS WARMING I ISSUE DATE COMMENT I I KITCHEN I ROOM 6'-2%" 15'-0%� 513124 BUILDING FOLDABLE WALL I I PASS THROUGH I t PARTITION BY I I I (NO OPEN FLAME) �' — — �\\ _-I � 7/19/24 ISSUED FOR S TEPLANL � I-I MEETING ROOM #3 KWIK WALL I I MEETING ROOM#4 STANDARD SIANDARD PASTORS (545 S.F.) DEPTH REF. D PTH REF. i [ [ OFFICE (545 S.F.) o _ ---------, r I MEETING ROOM#5 u i DRINKI G ; ; ; C� O _ MEETING ROOM#6 o FOUNTI$1N -- (455 S.F.) o (455 S.F.) II , I � � I O O PAT S - N I------- ---- OFFICE/FILE B H ' ---------� ---- STORAGE u --------- r c LA17u l l 19' 8" 2 I 5' 6" 5'-0" I i� \X� 19'-012" 7'-1 17'-0"i 7'�6' 3'-1" 4'-7" 5'-6" � COAT t JAN.CL. ----MENS �� I ��i STAFF \ i STORAGE UTILITY ROOM r � 1 CLOSET II RM. ROOM , �tEST TOM ROOM FINAL MAP , FOLDABLE WALL I I C n' BA i _ PARTITION BY ! �L V�� v� �v EGRESS KWIK-WALL DOUBLE DOORS DOUBLE DOORS DECISION# DOORS CORRIDOR m CORRIDOR M CORRIDOR DATED: ---- ---- ---- CLIENT: _-__ _ _ __ _- 9� ��-- --�i- --�fi� �_ _ _ � _ — _ � _ _= copy H. I _ ROMAN CATHOLIC CHURCH II � — OF THE SACRED HEART h I I OFFICE STAFF--------J r — -----J ---- 27835 MAIN ROAD r--------- -------, AREA L — P.O. BOX 926 STAINEpGLASS - CUTCHOGUE NY 11935 WINDOW TABLE AND MEETING ROOM#8 MEETING ROOM#7 PROJECT: ______ MEETING ROOM #2 11 MEETING ROOM#1 CHAIR STORAGE ------ o (420 S.F.) (568 S.F.) ry (568 S.F.) (301 S.F.) (455 S.F.) NEW PARISH CENTER SEATING `V o AREA 14300 MAIN ROAD— — — N MATTITUCK, NY 11952 FOLDABLE WALL I I 11'-3 Z" 9'0" _ 2" 6' 19'-0 2" 19'-1' PARTITION BY� H II — — — - SEAL&SIGNATURE KWIK-WALL ��IESTIBULE STAFF STAFF �. RECEPTION OFFICE OFFICE , WINDOW l PROJECT No. 24004c COVERED I ENTRY DRAWING BY: D.R. M CHK BY: J.N. WITH WALLS RETRACTED: SHEET NUMBER: 2 OF 5 2,560 S.F. TITLE DRAWING: LINE OF FIRST FLOOR PLAN 9'-7Y2" 214" 9'-1y2" ROOF ABOVE 57'-10" 19'-11 Z" 19'-6 2" 137'-6" Z FIRST FLOOR PLAN Am 10 1 SCALE: 3/16"=V-0" NOTES + _ C7 ectu Architecture Fiamm�g Design 406 North Count Road Saint dames,NY 1 780 :=' 631 862-8095` r I t cC 3MN=Architecturem'm Received AUG 0 5 2024 Zoning Board of Appeals GAF SLATELINE SHINGLES IN"WEATHERED SLATE" CONTINUOUS GUTTER THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, ZA _ AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS — _ — PROHIBITED.ANY ALTERATION,OR REPRODUCTION ill fit III Ill IIIIIIIII ill OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Ile .INE OF WALL BELOW ISSUE DATE COMMENT 513/24 BUILDING DEPT.DENIAL 7/19/24 ISSUED FOR SITEPLAN ROOF CRICKET ROOF CRICKET 48"X 48"SKYLIGHT ~ y FINAL Ni A P NEW TPO FLAT ROOF SYSTEM �j v NEW TPO FLAT ROOF SYSTEM REVIEWED C7 i Z BA DECISION' DATED: CLIENT: ROMAN CATHOLIC CHURCH OF THE SACRED HEART 27835 MAIN ROAD P.O. BOX 926 CUTCHOGUE, NY 11935 PROJECT: NEW PARISH CENTER 110111111ililillillillillili ill fill illilliIIHIIIIIH111 lilt it lilt III lilt till lilt lilt lilt Ill I lilt 11 - - - - - - -It lilt lilt Jill fill lilt lilt 11111111 fill IlH fill Jill fill Ill ] till 111111111111 lilt fill lilt fill lilt I -- - - - - - - - 14300 MAIN ROAD lilt I MATTITUCK, NY 11952 oe it IN lilt 4 ---- - -- -- ------ _::- :: - - H SEAL&SIGNATURE gyp, G_ r e \� r L GAF SLATELINE SHINGLES IN"WEATHERED SLATE" PROJECT No. 24004c DRAWING BY: D.R. CHK BY: J.N. SHEET NUMBER: 3 OF 5 TITLE DRAWING: ROOF PLAN Z ROOF PLAN AM _ (1)11,�SCALE: 3/16"=1'-0" NOTES J r% Received NO le - .a AUG 0 5 2024 ..Anft' hitectun Zoning Board of Appeals ,,Architecture , Manning' Design 406 Forth Country Road Saint,,ames;NY 11780 T.O. RIDGE $ 531 862-8095 MN�Arc itecture.com` ` `' GAF SLATELINE SHINGLES IN"WEATHERED SLATE" - - ------- T.O. PLATE _ CLG. N TP 0 _ fV O � O El 1ST FLOOR N GRADE LP SMART SIDE — — — — — — — — — — — — — — — — — — — — — — HORIZONTAL SIDING— THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS ANY ALTERATION,OR CTION EAST ELEVATION OFO THIS IDOCUMENT IS ALSO PROHIBITED WITHOUTT SCALE: 3/16"=1'-0" NOTES THE WRITTEN CONSENT OF THE ARCHITECT. ISSUE DATE COMMENT 5/3/24 BUILDING DEPT.DENIAL 7/19124 ISSUED FOR SITEPLAN FINAL I PAP REVIEWED BY 7—BA C�E�:iSION4t GAF SLATELINE SHINGLES T.O. RIDGE DATED: IN"WEATHERED SLATE" ..11111111 fill ItillSLI111 IF III III fill I If III Hill $ -_ . CLIENT: IN"WEATHERE SLATE ES ROMAN CATHOLIC CHURCH IN WEATHERED SLATE ❑ ❑ ❑ ❑ ❑ OF THE SACRED HEART _C-J 7835 MAIN ROAD T.O. PLATE BOX 926 7❑ O ❑g O ❑_. � - O - O_ ❑ C7_ M CUTCHOGUE, NY 11935 0 0 0 CLG. N c - PROJECT: NEW PARISH CENTER ° CD14300 MAIN ROAD 0 MATTITUCK, NY 11952 ❑ ❑_ ❑ JL 1 0 ❑ t SEAL&SIGNATURE ° GRADE 1 ST FLOOR ^T^ ----7 LP SMART SIDE ANDERSEN 400 SERIES LP SMART SIDE DOUBLE ENTRY DOOR L HORIZONTAL SIDING STONE VENEER STONE VENEER LP SMART SIDE ANDERSEN 400 SERIES LP SMART SIDE -- — GOTHIC TOP WINDOWS HORIZONTAL SIDING HORIZONTAL SIDING GOTHIC TOP WINDOWS STONE VENEER HORIZONTAL SIDING L L — - -' OUTH ELEVATION (MAIN ROAD) PROJECT N . 24004c DRAWING BY: D.R. NOTES CHK BY: J.N. SHEET NUMBER: 4 OF 5 TITLE DRAWING: EXTERIOR ELEVATIONS y R" CJl y AIF �.PP y.V AUG 052024 _ hitectur eats Zoning Board of App At`C�11t@C fIC P�annitl eSig l Nafth CbdhtAi Road aint lames,RAY 1178Q MN-A rchitecture:com , _7OR O �O8 a a I ] it Ii i if If 11 If I r�l PA — ---— -- — fill I' ll ] -HH L-1.,LJ O O �_ .. THIS DRAWING,PREPARED FOR THE SPECIFIC L — — PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT asC dEST ELEVATION THE WRITTEN CONSENT OF THE ARCHITECT. ALE: 3/16"= 1'-0" NOTES ISSUE DATE COMMENT 5/3/24 BUILDING DEPT.DENIAL 7/19/24 ISSUED FOR SITEPLAN FINAL. MAP REVIEWED BY ZBA DATED CLIENT: ROMAN CATHOLIC CHURCH OF THE SACRED HEART -- -- 27 835 MAIN ROAD I I, I f4i 11 i r If h 11111iltillilihilti 11 1 117 17� llilillllv� Lj P.O. BOX 926 CUTCHOGUE, NY 11935 PROJECT: NEW PARISH CENTER 14300 MAIN ROAD MATTITUCK, NY 11952 SEAL&SIGNATURE P If l '` r r L_ L - —� - —j PROJECT No. 24004c NORTH ELEVATION DRAWING BY: D.R. 2 S(:ALE: 3/16"=14" NOTES CHK BY: J.N. SHEET NUMBER: 5 OF 5 TITLE DRAWING: EXTERIOR ELEVATIONS C 2 y s _ n pmNG >Nm W �omz N��m r7l E::: C -I 11 v i z O np v> � IW II Z z n D -I ITI r, � o o oo`"zmoo� Q fTl r- �� p r- T� C r l n o Dn s o z O � O - i cn Ir c� �°Jc� i "�z czimmm� D p D � rn 11 x m D gz czii n Q I11 Z O N r"I r � S W �N O O I I O (�� C ( ❑ 0 -n J --I r1 G� O N Dos ��' "' z Q C � Z � N �� Iz = rC -'� C7 C7 `.`ro /9 O , \vJ , ® t '1^- n �Y� OOO OOOOO N o>? n D Z ----I rn cn z = w ? 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Z Lil Co v 0 4A00, l 1 CI 3 L-1 0 CA 0 OA5 to IS~ I� COUNTY OF SUFFOLK AUG 16 2024 EDWARD P.ROMAINE �®NlP�O BOARD OF APPEALS f SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER August 16, 2024 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Gregory Sfoglia* #7955 Stephen Haratunian* #7956 RC Church of the Sacred Heart #7960SE *Comment: The proposed trellises/building is within the 500 year flood plain per the 100-500 year flood zone. Very truly yours, By Christine DeSalvo Joseph E. Sanzano, Planning Director JES/cd Division of Planning & Environment H.LEE DENNISON BLDG 0 100 VETERANS MEMORIAL HWY,2nd FI 0 P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099 0 (631)853-5191 MAILING ADDRESS: PLANNING BOARD MEMBERS ��OF SQUTP.O. Box 1179 �f r0 Southold, NY 11971 JAMES H.RICH III hQ �� Chairman OFFICE LOCATION: MIAJEALOUS•DANK Town Hall Annex PIERCE RAFFERTY _ Yp 54375 State Route 25 MARTIN H.SIDOR Ol (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI yCOUM�(,� Southold, NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD S� June 24 2025 Ms. Patricia C. Moore, Esq. 51020 Main Road � � � Southold, NY 11971 Re: SEQRA Determination — RC Church of the Sacred Heart Parish Center 14300 Route 25, Mattituck, corner of Main Road & Reeve Avenue SCTM#1000-114.-11-1 Zoning District: RO/R-40 Dear Ms. Moore: The following resolutions were adopted at a meeting of the Southold Towd Planning Board on Monday, June 23, 2025: WHEREAS, the Site Plan application proposes the construction of a 10,528-square-foot parish center on the R-40 zoned portion of a 5.6-acre split-zoned parcel located in Mattituck, which consists of approximately 3.0 acres in the RO District and approximately 2.6 acres in-the R-40 District, and which also contains an existing one- story church, walkways, a parking area, and an existing residence; and WHEREAS, on November 4, 2024, the Southold Town Planning Board, pursuant to §617.6 of the Environmental Conservation Law acting under SEQRA, initiated the SEQR lead agency coordination process with all involved and interested agencies for this Unlisted Action; and WHEREAS, on November 4, 2024, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, the Southold Town Planning Board, pursuant to SEQRA, conducted the required review of potential environmental impacts that might result from this application, documented in the completion of the Full Environmental Assessment Form, and found that there would be no expected moderate to large adverse impacts; be it ' therefore RC Church Parish Center Page 2 June 24, 2025 RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, establishes itself as Lead Agency for this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Respectfully, )6140-1 H. Al-A 15K James H. Rich, III Chairman Encls. i MAILING ADDRESS: PLANNING BOARD MEMBERS W' svrrTyO Southold, NY 11971 JAMES H.RICH III �Q �� Chairman OFFICE LOCATION: MIA JEALOUS-DANK N Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR O� a (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI ��UNn� Southold, NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Proposed Site Plan for Roman Catholic Church of Sacred Heart Parish Center SCTM#1000-114.-11-1 Date: June 23, 2025 The Town of Southold Planning Board, as the lead agency, has determined that the proposed action described below will not significantly impact the environment. This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. Name of Action: Roman Catholic Church of Sacred Heart SEQR Status: Type 1 Unlisted X Scoping: No X Yes_ If yes, indicate how scoping will be conducted: Description of Action: This site plan is for the proposed creation of a 10,528-sq. ft. parish center on the R-40 zoned portion of a 5.6-acre split-zoned parcel,with f3.0 acres in the RO District and f2.6 acres in the R-40 District, Mattituck. The parcel includes an existing one-story church with walkways and parking area, along with an existing residence. Location: 14300 Route 25, Mattituck Reasons Supporting This Determination: C-1: Site Plan C-2: Site Removals Plan C-3: Landscape Plan 1 SEOR Environmental Assessment Page 2 June 23,2025 C-4: Partial Grading & Drainage Plan C-5: Sanitary&Utility Plan C-6: Sanitary Profile&Details C-7: Partial Site Lighting Plan C-8: Soil Erosion& Sediment Controls C-9: Detail Sheet A-100: Basement Plan A-101: First Floor Plan A-102: Roof Plan A-200: Exterior Elevations A-201: Exterior Elevations 1. Impact on Land The parcel is split-zoned with Low-Density Residential (R-40) and RO Zoning Districts. The purpose of the R-40 District is: "to provide areas for residential development where existing neighborhood characteristics, water supply and environmental conditions permit full development densities of approximately one dwelling per acre and where open space and agricultural preservation are not predominate objectives. " The Residential Office (RO) Zoning District purpose is: "is to provide a transition area between business areas and low-density residential development along major roads which will provide opportunity for limited nonresidential uses in essentially residential areas while strongly encouraging the adaptive reuse of existing older residences, to preserve the existing visual character of the Town and to achieve the goal(s) of well planned, environmentally sensitive, balanced development, which the Town has determined to be desirable. " The proposed use, Place of Worship, requires Special Exception from the ZBA pursuant to Chapter 280-38(B)2. To the north of the property is NYS Route 25 and additional RO zoned parcels across the road. To the east is a secondary street Reeve Avenue, and RO and R-80 parcels zoned parcels across the road improved with single-family dwellings. To the south are R-40-zoned parcels with residences. To the west is the Mattituck Public Library. The proposed use is not discordant with the current church use on the property and the surrounding uses or zoning districts. Adverse impacts to land are not expected. Lot coverage Maximum lot coverage=20% Proposed lot coverage=7.05% (Existing &Proposed Buildings) SEQR Environmental Assessment Page 3 June 23.2025 Setbacks Proposed building Required Provided Front yard 50 214.6 Primary front yard 50 342.5 Secondary front yard 35 214.6 Side yard 15 N/A Combined Side yards 35 N/A Rear yard 50 55.5 2. Impact on Geological Features The site does not contain nor is it adjacent to any unique geologic features. 3. Impacts on Surface Water The parcel is well-drained. The nearest surface water is Marratooka Lake, a deep kettle-hole freshwater lake formed by glacial activity located to the east of the parcel. The generalized flow of groundwater from the parcel is expected to be towards the pond and also south to Peconic Bay. Wastewater will be produced by the on-site visitors and be directly discharged to groundwater via two Hydro Action AN 800 C sub-surface sanitary wastewater systems. Nitrogen levels will be reduced in the effluent from these systems due to treatment processes. Groundwater is expected to flow to Marratooka Lake and Peconic Bay The impervious surface area on site will increase over existing conditions from .16 acres to .45 acres, and previous areas will decrease from .81 acres to .52 acres. One hundred percent of the site is well drained, and the site plan includes passive drainage features. Stormwater control will be achieved on-site pursuant to Chapter 236 Stormwater Management of the Southold Town Code requirements and designed to handle a 3"rainfall event. A partial Grading and Drainage Plan has been submitted, along with a Soil erosion and Sediment Control Plan. Material stockpiling, access stabilization, inlet protection, silt fencing, tree protection, and washout management specifications have all been provided to minimize adverse impacts from site disturbance and stormwater. Adverse impacts from the proposed action on surface water quality downstream of the site are expected to be low. 4. Impact on Groundwater Test hole data indicates that that groundwater was not encountered 25' below the ground surface(B-2). The parcel is located within Groundwater Management Zone IV and is not located within a designated Special Groundwater Protection Area. Water supply to the parcel is sourced from a sole source aquifer. In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan(208 Study). The 208 Study l SEAR Environmental Assessment Page 14 June 23. 2025 identified eight (8) hydrogeologic zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying groundwater flow patterns and water quality. The subject site is located within Suffolk County Department of Health Services (SCDHS) Groundwater Management Zone IV;which according to Article 6 of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day(GPD) per acre in areas served by public water. The applicant proposes to connect the Parish Center to public water from(SCWA water main on S.R. 25) via a 1"water main. The estimated density flow required is 2,185 GPD for potable water use. A total of 540 GPD is assigned to the existing Church and 300 GPD to the Rectory. The Parish Center will account for 1345 GPD of.potable water use. An automatic irrigation system is proposed. However,the GPD amount is not identified, nor are watering controls. Greywater flow is estimated at 672.50 GPD for a total need of 2017 GPD. The two Hydroaction Systems proposed will be designed to accept and process 1600 gallons exceeding the 1345 GPD required. Together with sanitary influences and recognizing the problem of Nitrogen(nitrates) loading in ground and surface waters, the Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent and passed Local Law 41-2007 to reduce Nitrogen pollution countywide. The following best management practices will be required to minimize the use of potable waterf for irrigation and the spread of fertilizers and pesticides. a. The use of native, drought-tolerant plants in landscaping. Sod is proposed and should be minimized in are or considered to be replaced with less high-maintenance and water-dependent sass species that is drought-tolerant. b. All plant species shall be drought tolerant. c. Limit irrigation to 15 percent of the total parcel area. d. The use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. e. Apply a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. f. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st. The expected adverse impacts to groundwater are expected to be low with the implementation of the above requirements. 5. Impact on Flooding The action is not located within a floodway or FEMA mapped 100 year or 500 year flood zone. Drainage will be controlled via on-site control structures pursuant to Chapter 236 Stormwater Management of the Southold Town Code regulations. Adverse impacts on flooding are expected to be none too low. SEAR Environmental Assessment Page 15 June 23,2025 6. Impacts on Air Air pollution can harm human health and damage elements of the ecosystem. Exposure to air pollution is associated with numerous effects on human health, including pulmonary, cardiac, vascular, and neurological impairments. The proposed action will not result in a significant increase in air pollution or fugitive dust. Adverse impacts on air due to this action are expected to be none too low. 7. Impacts on Plants and Animals The NYSDEC Environmental Resource Mapper was referenced on December 30, 2024, to determine whether any environmental designations have been placed on or near the parcel. None were identified. Further, no natural communities, endangered or threatened species, rare plants, or animals were referenced for the parcel. Wildlife species utilizing the site are expected to be common species adapted to neighborhood settings (Whitetail deer, small mammals, reptiles, amphibians, and avian species.) Most vegetation on the parcel has been cleared and is improved with an asphalt parking area and buildings. The rear of the parcel where the Parish Center is proposed is wooded, and the clearing of trees will take place during site preparation. A total area of.97 acres is proposed to be newly disturbed. Limits have been established to minimize the clearing to the extent necessary to construct the building and install necessary drainage in the rear of the center. Adverse impacts to existing plants and animals are expected to be none too low. 8. Impact on Agricultural Resources The parcel is not located in a designated agricultural district certified pursuant Agriculture and Markets Law, Article 25-AA, Section 303 and 304 nor contains viable highly productive soils. Due to the parcel size, location, zoning district and historic and current religious institution use, adverse impacts to agricultural resources on this property are expected to be none too low. 9. Impacts on Cultural/Archeological Resources The parcel is located in a sensitive area for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory. In March 2025 a Phase 1 Archeological Investigation at Sacred Heart Roman Catholic Church, Mattituck, Town of Southold,New York found no historical artifacts and no further study is recommended. No impacts are expected to occur to cultural resources on the parcel. SEOR Environmental Assessment Page 16 June 23,2025 10. Impacts on Aesthetic Resources The site is visible from NYS Route 25 New York State Scenic Byway, seasonally and year- round by routine travelers. The proposed Parish Center is set back 342.5' from the road and will not be in the line of sight of travelers. The proposed building includes architectural features that match the church building, adding continuity to the site. The architecture seems cognizant of the historic and scenic character of the area. Moderate to large adverse impacts on aesthetic resources are not expected. 11. Impact on Open Space and Recreation The site does is privately owned and does not currently offer public recreational opportunities. The likelihood of the land area being converted to recreational use is none to low. 12. Impact on Critical Environmental Areas The site is not located within a Critical Environmental Area. 13. Impact on Transportation The site is accessed from NYS Route 25 by an existing curb cut to the parking area and by an access driveway from Reeve Avenue. No new curb cuts are proposed. A total of 132 parking stalls (17 ADA) are proposed. Since the Parish Center includes office space the applicant is using the parking calculation for of 1 per 100 sq. ft. of office floor area. a. 8,508 sq. ft. x 1 Stall per 100 sq. ft. = 85.08 or 86 stalls. b. Existing Parking: 123 Stalls (16 ADA) c. Proposed Parking: 9 Stalls (1 ADA) d. Total Parking: 132 Stalls (17 ADA) Vehicles are known to park on the shoulder of NYS Route 25 to access the Church during services and events. Southold Police Traffic Control provides traffic routing and safety support during these times. There is one"No Parking" sign along the front of the property closer to Reeve Avenue on the south side of NYS Route 25.No signs are posted along the north side of NYS Route 25. Over flow parking for events is expected to continue in the street where permitted. SEUR Environmental Assessment Page 17 June 23, 2025 The New York State Department of Transportation will be contacted to determine if additional safety improvements are necessary. Pedestrian access is sufficient, with an existing sidewalk along the front of the parcel connected to residential areas and the commercial center of the Hamlet. A painted and signed crosswalk is located opposite the Church and to the west of the property in front of the library allowing pedestrians to cross NYS Route 25. Moderate to large impacts to transportation are not expected. 14. Impact on Energy A photometric plan (Sheet C-8)has been submitted showing 34 fixtures (16 existing) along walkways,parking area, and perimeter of the proposed building. Eight are 16' high existing pole-mounted lights, and 2 are existing pole-mounted lights 12' high. Two new pole mounted lights are proposed at 16' high. All new lighting is LED. Lighting controls are proposed to turn lights on one hour after dusk and then at 10 P.M. thereby managing kilowatt use. A total of 396 watts will be used if all lights are operational. No alternative energy is proposed. Adverse impacts on energy use are expected to be low. 15. Impact on Noise, Odor, and Light Noise will be short-term and limited to construction operations. The anticipated term of construction will be 10 months. Odors capable of adversely impacting the area are not expected. Lighting is proposed to comply with Chapter 172. Lighting, Outdoor in the Southold Town Code. Adverse impacts on noise, odor, and light are expected to be low. 16. Impact on Human Health No substantial hazard to human health is expected to occur as a result of this proposed action. Stormwater and fugitive dust are expected to be adequately controlled pursuant to a Chapter 236 Stormwater of the Southold Town Code. The parcel is located outside of the FEMA mapped flood zone. Solid.waste will be disposed of at an approved landfill or transfer station. A total of 25 tons are estimated to be generated each year. Adverse impacts to human health are therefore expected to be none too low. SEAR Environmental Assessment Page 8 June 23,2025 17. Consistency with Community Plans On January 3, 2024,the action was recommended as consistent with the Town of Southold Local Waterfront Revitalization Program Policies (LWRP). The action is consistent with community plans. 18. Consistency with Community Character The parcel is located within 538+feet to the Mattituck Union Free School property (Junior/Senior High School). It is recommended that tree islands are installed in the large existing parking area to add visible complexity and break up the mass of the new building. The site is served by the Mattituck Volunteer Fire District/Departments. School-aged children will not be living at the site, and therefore, no impacts to the schools will occur. The proposed use is not expected to create moderate to large demand for additional community services (e.g. schools, police and fire). The proposal is not-inconsistent with community character of the area. For Further Information: Contact Person: Mark Terry, AICP, Assistant Town Planning Director Address: P.O. Box 1179, 54375 State Road 25, Southold,New York 11971 Telephone Number: 631-765-1938 i Agency Use Only [KApplicabiel Project: RC Church of the Sacred Heart Parish Center Date: lJune23.2025 Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the.analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result.' • Attach additional sheets,as needed. This site plan is for the proposed creation of a 10,528-sq.ft.parish center on the R-40 zoned portion of a 5.6-acre split-zoned parcel,with±3.0 acres in the RO District and±2.6 acres in the R-40 District,Mattituck.The parcel includes an existing one-story church with walkways and parking area,along with an existing residence. Location:14300 Route 25,Mattituck See report titled: State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance and dated June 23,2025 Determination of Significance-Type 1 and Unlisted Actions SEQR Status: ❑Type 1 © Unlisted Identify portions of EAF completed for this Project: ©Part I ©Part 2 ©Part 3 FEAF 2019 Upon review of the information recorded on this EAF,as noted,plus this additional support information See report lill_ed: State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non Significance and dated June 23 2025 and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the The Southold Planning Board as lead agency that: © A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617.7(d)). ❑ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: RC Church of the Sacred Heart Parish Center Name of Lead Agency:Southold Town Planning Board Name of Responsible Officer in Lead Agency:James H.Rich III,Chairman Title of Responsible Officer: Same Signature of Responsible Officer in Lead Agency: Date: June 23,2025 Signature of Preparer(if different from Responsible Officer) Qr� l.�rA Date: June 23,2025 For Further Information: Contact Person:Mark Terry,AICP,Assistant Town Planning Director Address: P.O.Box 1179,54375 Main Road,Southold,NY 11971 Telephone Number:631-765-1938 E-mail:Mark.Terry@town.southold.ny.us For Type l Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town/City/Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: http:Hwww.dec.ny.pov/enb/enb.html PRINT FULL FORM Page 2 of 2 - /l 1;4 OFFICE LOCATION: ��QF SD(/ryO AL&ILING ADDRESS: Town Hall Annex P.O. Box 1179 �Q 54375 State Route 25 ~ Southold, NY 11971 /► Q'" -(cor.Main Rd. &Youngs Ave.) Southold, NY CA � Telephone: 631 765-1938 �� www.southoldtownny.gov �olyco �� UMY, "-7gwS Received PLANNING BOARD OFFICE TOWN OF SOUTHOLD NOV 2.1 2024 MEMORANDUM Zoning Board of Appeals To: Leslie Weismann, Chairperson, Zoning Board of Appeals (ZBA) From: Mara Cerezo, PlannerV\�-, Date: November 20, 2024 Re: SEQR Coordination for RC Church of the Sacred Heart Parish Center • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to determine Lead Agency for the action referenced above, and to perform a coordinated review under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) for this project. Please respond in writing within thirty (30) days of the date of this letter as to whether or not you have an interest in assuming the responsibilities of Lead Agency, and any issues of concern your agency believes should be evaluated. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency for this action. ( ) Other (see comments below) Comments: RC Church of the SI-�d Heart Parish Center—Page 2— Nc,v il giber 20, 2024 Project Name: RC Church of the Sacred Heart Parish Center Address: 14300 Route 25, Mattituck Tax Map #: 1000-114.-11-1 Requested Action: This site plan is for the proposed creation of a 10,528-sq. ft. parish center on the R-40 zoned portion of a 5.6-acre split-zoned parcel, with ±3:0 acres in'the RO District and ±2.6 acres in the R-40 District, Mattituck. The parcel includes an existing one-story church with walkways and parking area, along with an existing residence. i SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted To access the file: 1. Go to the Town of Southold website www.southoldtownny.ctov; _ 2. Click on the Laserfiche Weblink icon located on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7. Click on SCTM# "1000-114.-11-1" 8. Click on Site Plan. For further information, please feel free to\contact this office. Contact Person: Mara Cerezo, Planner (631) 765-1938 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL V DATE: July 10,1 2024 Received TO: Joseph Neitzel (RC Church of the Sacred Heart) AUG 5 2024 406 North Country Road St. James,NY 11780 Zoning Board of Appeals Please take notice that your application dated May 6, 2024: For permit to: construct a parish center at: Location of property: 14300 Route 25, Mattituck,NY County Tax Map No. 1000—Section 114 Block 11 Lot 1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127,the proposed use requires site plan approval from the Southold Town PlanningBoard. oard. In addition,the proposed construction requires Special Exception approval from the Zoning Board of Appeals. You may now apply to these agencies directly. 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 i t� ZONING BOARD OF APPEALS TOWN OF SOUTHOLD,NEW YORK Phone(631) 765-1809 APPLICATION FOR GENERAL SPECIAL EXCEJ7 lVP-d Applicant(s)/Owner(s): Roman Catholic Church of the Sacred Ay6naK 2024 Parcel Location: House No. 14300 Street.Route 25 Hamlet Mattituck Zoning Bard of Contact phone numbers: c/o 6 3 1 - 7 6 5 -4 3 3 0 Email: pcmoore@mooregms.com s.com SCTM No. 1000 Section 114 Block 11 Lot(s) 1 Lot Size 5.56 acres—Zone District RO(R-40)split zone hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE,ARTICLE 280,SECTION 13_,SUBSECTION(b) Please indicate Special Exception criteria/requirements are met,if any: Parish center for Roman Catholic Church of Sacred Heart for the following uses and purposes: program space for the church As shown on the attached survey/site plan drawn to scale. Site Plan review [X] IS or [ ] IS NOT required. Name of Agent/Representative: for O Owner(X )Other: Patricia C.Moore Esg. Address: 51020 Main Road,Southold NY 11971 Telephone: 631-765-4330 Email: pcmoore@mooreattys.com A. Statement of Ownership and Interest: Rev.Michael J.Bartholomew Pastor is the-ev,%er{s)Representative of property known and referred to as Roman Catholic Church of Sacred Heart(House No., Street,Hamlet)27905 Main Road,P.O.Box 926, Cutchogue NY 11935 identified on the Suffolk County Tax Maps as District 1000, Section 114,Block 11,Lot 1,and shown on the attached deed. The above-described property was acquired by the owner on 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: The Parish Center provides program space for the church. The building is located on the same property as the Roman Catholic Church of Sacred Heart. C. The property which is subject of this application is zoned R-40 and[X]is consistent with the use(s)described in the Certificate of Occupancy(attach copy),or [ ] is not consistent with the Certificate of Occupancy being furnished herewith for the following reason(s): A new building is proposed. The parcel is over 5.6 acres and contains the existing Roman.Catholic church and a dwelling Please indicate(check)whether premises is vacant land: [X] Zoning Board of Appeals-Page 2-Appuca`tion—Special Exception-General Received General Standards,please answer the following as it pertains to your project: AUG 2024 A. The use will not prevent the orderly and reasonable use of adjacent properties or of p s dacent use districts ra 0o. BECAUSE: The program center is designed for flexible use by the Church. The rooms will be used' ' e space, faith formations for all age groups,interdenominational group meeting space,and religious gatherings. 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 permitted or legally established uses in adjacent use districts BECAUSE: the parish building will be used in conjunction with the Sacred Heart Church on the property. 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 building will be safe,clean,and handicap compliant. D. The use will be in harmony with and promote the general purposes and intent of Chapter 280-142 BECAUSE The use of the property is religious worship and instruction. 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 parish center are designed to fit into the residential character of the neighborhood. F. All proposed structures,equipment,and material shall be readily accessible for fire and.police protection BECAUSE: The access to and from the property will be reviewed by the Planning.Board and the building is both fire code compliant and handicap compliant. G. The proposal shall comply with the requirements of Chapter 236, Storm-water Management BECAUSE: drainage for the new building is provided. By signing this document,the PROPERTY OWNER understands that pursuant to Section 280-141D [including 280-141D(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 revoke 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 280-141D(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. SignatufroTApplicant or Authorized Agent (Agen7mst submit written Authorization from Owner) COUNTY OF SUFFOLK) PRINT NAME ss.: STATE OF NEW YORK) Sworn to before me this 3Z day KYLEE S DEFRESE of Au V 1 20 NOTARY PUBLIC-STATE OF NEW YORK No.01 DE6420156 S o Qualified in Suffolk County (Not Public) My Commission Expires 08-02-2025 Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION r Please complete sections below that apply u" + APPLICANT:Rev.Michael J.Bartholomew Pastor SCTM No. 1000-114-11-1�� 1.For Demolition of Existing Building Areas: r..'s Please describe areas being removed: none New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: First floor 8,500 SF Dimensions of new second floor: none Dimensions of floor above second level: partial cellar 2,020 FS Height(from existing natural grade): one story Is basement or .lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: finished floor elevation 25(surrounding ground @24) H. 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 Number of Floors and Changes WITH Alterations: one story building M.Calculations of building areas and lot coverage,GFA,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: Not Applicable-commercial-religious use Proposed increase of building coverage: Square footage of your lot: 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): Purpose of New Construction: Parish Center for Catholic Church of Sacred Heart IV.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: flat and wooded,contains the existing church built in 1931 and an existing house,the parish center is proposed 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. i Revised:03/2024 Received o�G/ QUESTIONNAIRE SPECIAL EXCEPTION FOR FILING WITH YOUR ZBA APPLICATION AUG 0 5 2024 a) Has a determination been made regarding Site Plan review? Yes X No zoning Board of Appeals 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. X No 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? n/a e) Is the property bulk headed between the wetlands area and the upland building area? N/A 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?N/A Please confirm status of your inquiry or application with the Trustees: 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? NO h) Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?NO 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 your 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 parcel Church,existing residence and the proposed use church,existing residence,and Parish Center (ex: existing single family,proposed: same with garage, pool or other or vacant proposed office with apartments above,etc.) Authorized si a and Date Patricia C.Moore,Esq. Print Name and Title(Owner,Representative) »,I M1.-3TATUTO RY fronfA A. nu.ur^.•,ven,r•rnr'. ,:ra., I,wv r,,,ve: r k'mmll•pv.:J•vith Full!.o,••uanl,. { IChs 1 hulit i•hr..l. '• • ' 7i I1HutnrvAY AM, 1 Rr,: ,!i'!., Wv,�• f•"'lihl,Ln n•a nl l!11iJ or ',•:,[O r� Red • 1G 05 2024 �✓Z dnF 4f August , ir;Flrcn/ru;:c/rc,1 t1>i rty-one, Zoning hoard of.Appeals RIGHT £tWERL M TlloytfiS !;. MOLLOf, 1). D. , WfAiop of Brook-- = tti. to oro 3h p:`Gm.Yb �ir .a► CiLy and Stat e of - - parl Y l the first !tap a setilr ONJ6N`CATr3oLXC :GHUfta13 aF"THE sAcxl� HEART AT ccrroiinGUE .0 SCtb'F_0jZj`:--IN `HZ:;STATE OF:NEW 'Y0 C, a .dome atiSO Cut bogus, .Suffolk County, State U q.pg oration,`.leas ted a t•" a a Y Mv w a' o/./te second pnrl, •.':.i}.'yn P:"aa U�-.A;,S,_d,,�:�'t i•Yi':S;ti::.:J•1.-:'....t�:; .;Y'.`.. t .[lei ilie..paxlV o; 1Jte. frrsl /art tn.cu�stdernitoi•u! one /:%1 are:' gl Y. .•1K.�.:-.: .. �!• IAA=.:..:.. :'` :'_., _ '°''�. Dnllri /u ,;�,, _,._ , eu it utnnc r f Utc lliilctl -��: ,fix _ _ !1 f. Y 5lufc8, "nd,o od`a ,v'a].u�tb].o�:aone: `•'erations gs+,� •'day t ,;"' .:,..::.. ,4... ..�.. yt 9 '7teScioN tur! iio .edi<'RE /tcreb!" rain ... d and release,.tl Me 01 'successors ; fie; = �`a:;`lk €iii�:'kri -`.its" C:; - " and asairrrrs 're•e^•5li d a r O J i'- -Via;::'<<S` :��t '.iortigin ie6o or. arced. of land 'situate, lying and beingat . ;. ,.s... P , y g County. of Suffolk and State of New York tail:. ti:i ::•i�'.iA.;'' - :Ffi` s :�ollowag `'to •V��.t": ' :`''';' the northwesterly corner of the promises to be des- . ' �anite n ent seta the of t of irita se n tuo btu t. >3 xt r o t i a of -the :7 Kr 3`r'; gjt® Xyr?aorhe]c'of the:land of School District Plc:9 of Southold s'04therl line of.Main Street and. from said point of beginning firyjL4iTn1ift"the:.following ooursee and: diotanoee along the southerly line �..:'l :•Z'�t .l tit.,W;•.M:t::..;.:�i: .': ei.N. 730 11' E. •87.48 feet to a granite monument; thonoe j: Id:;'_11° :f39',50'�•E. 141.87;feet to another granite monument; thence `2011• B. 168.70 feet to a granite monument set-at the point < •"=of interseotion of the southerly :Line of Main Street anti the.westerly line of Reeve Place; thence along the-westerly side of said peeve 'Place s. 80 551 1011 B.' 677.78 fee4 to a granite monument set at the point of intersection of other land of Florence neeve Tilley an!l tie' westerly line of Reeve Place; thence along land of onid i1l.ozrcoice ' Reeve Tilley N. 890 581 50t1 Vt. £7'5.f-5 feet 'to a granite: nimmiticnt; 11 :i 156.30 Poet still along other land o f said Floronco Roeva T111c.-y to a granite. jaouLunent; thenoe 1q. 50 54*1 W.505i1O ftlant; OHlor land of Florekloe. Reeve Tilley and the'land d District No,r) of Southold to the gr6nita monument at the point:or Of begill"i1r,'. Containing an area o; 6.1561 acres as shown on MA property of Florenoe- Peave Tilley situate at Mattituak, 4)a Eow'Mnld`4*6 and guaranteed 'to the Title Guarantee and Trust Company, -Sept#. aii 1916 by Halsey & Van Tuyl, Surveyors. M. 'TOGS,TIM'R, with all tile riglit title and interest:ol the first part in and to Idi in Street and.Reeve Plaoe,, Y' premises above- desoiibed on the north and east to 'the�:-00.11 street and place respectively. RIM Being-the same premises 0onieyad 15Y'4604 AA bet�ee S " 1wV -- n1n 0 t e 00q pUY- . AM- M. M.4 A M.Ri&t ReverendCharles D ' VA'M , D ' 01 b or�V 36. ed in the Suffolk County Clerk's Off ice -in 'LL W -N, 480 on September 21, 1916. "M T ag, .... ........ .IN, of 3 ............ -eum, -&-n(mces and all Me te -ig4 s 0olik1jer. Ike iWiti V a Ind -f.t1je..6qj ru roid to saml pnwii�es. 1 rGo L1111 to (111) lkepreiivav Mp V'M iw4 a ReceiveO .I� .Alit) the said parity of 1:hsa AUG .0 5 2024 covenaw. a. as j011,0 v; Zoning Board of Appeals fnf.—that sauf party of i;l.t+, 1'i.r6 -seized ql the sahrt firentises lit fee shutple, wit ho s ,{rwvl:'r1JTl.1 Iv cost:«. the '$ttlll�. TlufrlhePart y of Me sitcavd hra/slhall gttirllr rmivp the.501V15l ultscs: satrt/rrcpuses are%-o?li wi inq ivlu•rrlu,.cc; i . • c lrxl/ r l will nlr �r>cJr n7 fur;r . vlta1 Ne.par y of l/ •//let j situ/h;CllNscs. r-�;�•"��-:,; .::3tcct sai•jl.nss{rrwrJce ojllr�Iillc Iv - f #� p,•; r,—Thal satd party.o i' the first art :':). •:: . A.'rY rJ .'cI11Jat`S.. �rlall`orc't�c'1'�un17( // J� �- _ _ �!/ec ail. v1' lJre Irsl.hart !tn s herclully set" � )'�; s;�.. ,'+•.;;� '�` �(tiirlSscMl.' ::.11te.drt>q.rw!�eru•/rrsl,above tlrrl.e a~ �17 _ r _F W, L.. New Yorks d of A.t �a '$ nincicr-u htuuhcd ant( thirty—One, RIGHT. �tZMEND THOAIUS 1. MOLLO Rz T. _'@:'�:� �-r:+a, - '=%?�e�oXersl►ecarne• 1, D. D., : k described in,and svho e::ecuted, the fore- ,CO.jbd kno}vri slid-Chown to me to be tbr,individual E:`s t-jgaitigiti9tftstitelst,�irsd'acknoivlydged to me that he rxccu(e<I (lie sane. .AUG� _ C� WARAM.F.C,nB[NHA66(( '_ ,Qiotkdy((ltofkpouuk� r —Annex Town of Southu'lu 1/31/2012 54375 Main Road Southold,New York 11971 � 1 i� fit, Received .......... 0 CERTIFICATE OF OCCUPANCY AUG 5 2024 Zoning Board of Appeals No: 35423 Date: 1/31/2012 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 14300 Route#25,Mattituck,N Y, SCTM#: 473889 Sec/Block/Lot: 114,11-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filled in this officed dated 9/9/2011 pursuant to which Building Permit No. 36735 dated 10/5/2011 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions&Alterations to a Commercial Building(Church), Handicap Ramp and Handicap Bathroom, as applied for. The certificate is issued to Roman Catholic Church (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36735 1/23/12 PLUMBERS CERTIFICATION DATED 1/25/12 Burts Reliable Inc 01 /�6fbri#Signtune Town of Southoia Annex 8/20/2012 P.O.Box 1179 l ' 54375 Main Road Southold,New York 11971 � Received CERTIFICATE OF OCCUPANCY AUG 0 5 2024 Zoning Board of Appeals No: 35900 Date: 8/20/2012 THIS CERTIFIES that the building ELECTRICAL Location of Property: 14300 Route 25,Mattituck, SCTM#: 473889 Sec/Block/Lot: 114.41-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/16/2012 pursuant to which Building Permit No. 37449 dated 8/16/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Parkins Lot Li is The certificate is issued to Roman Catholic Church (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37449 08/16/2012 PLUMBERS CERTIFICATION DATED on Authorized Signature �o�OS�FfOI��OGy Town of Southold 4/29/2022 P.O.Box 1179 �1 o _ 53095 Main Rd Southold,New York 11971 ' 1� Receive CERTIFICATE OF OCCUPANCY Zoning Board of Appeals No: 43015 Date: 4/29/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 14300 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 114.-11-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2020 pursuant to which Building Permit No. 45153 dated 9/1/2020 was issued,and conforms to all of the requirements of the applicable provisions of the Iaw. The occupancy for which this certificate is issued is: modular single-family dwelling with unfinished basement,covered entry,rear deck and attached garage as applied for. The certificate is issued to Roman Catholic Church of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0095 1/7/2022 ELECTRICAL CERTIFICATE NO. 45153 11/16/2021 PLUMBERS CERTIFICATION DATED 9/30/2021 JospkTepley Au o 'ze i ature AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS Received TOWN OF SOUTHOLD AUG* 104, 2024 WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit,site plan proval,use variance,area variance or subdivision approval on property within an agricultural district OR withiMN,94e �a 4r operation located in an agricultural district. All applications requiring an agricultural data statement mu e r d APWals Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:Rev.Michael J.Bartholomew Pastor 2. Address of Applicant:27905 Main Road.P.O.box 926,Cutchogue 3. Name of Land Owner(if other than Applicant): Roman Catholic Church of Sacred Heart 4. Address of Land Owner: 5. Description of Proposed Project: Parish Center 6. Location of Property:(Road and Tax map number): 14300 Route 25,Mattituck SCTM#1000-114-11-1 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 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) 7 /l Signature of A t 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. APPLICANT TRANSACTIONAL DISCLOSURE FORMIvV) (FOR SUBMISSION BY OWNER and OWNERS AGENT) The Town of Southolds Code of Ethics prohibits conflicts of interest on the part of Town office biees. The purpose of this form is to provide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. AUG'Q 5 2024 YOUR NAME:BARTHOLOMEW MICHAEL J. PASTOR OF THE ROMAN CATHOLIC CHURCH OF SAC asp HEART AT CUTCHOGUE AND PATRICIA C.MOORE Zoning Board o NATURE OF APPLICATION:(Check all that apply.) Tax Grievance Variance _X Special Exception If Other, name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees 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.A 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 Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself(the applicant)and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of The Roman Catholic Church Of Sacred Heart at utchogue Signature: k. By:Rev.Micha J.Batholomew atricia C.Moore Board of Zoning Appeals Application I� " Received OWNER'S AUTHORIZATION pUG 0 5 2024 (Where the Applicant is not the Owner) Zoning Board of Appeals I,Rev.Michael J. Bartholomew.Pastor of The Roman Catholic Church of Sacred Heart at Cutchogue having a mailing address at 14300 Main Road,Mattituck,NY 11952 do hereby authorize Patricia C. Moore to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. The Roman Catholic Church Of Sacredkutchogue OEM By:Rev. Bartholomew oReo*kvud Full Environmental Assessment Form Part 1-Project and Setting U015 Instructions for Completing Part 1 Zoning Board of q �� ZONING BOARD OF aPP&S 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 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully 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 Iis accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: Roman Catholic Church of the Sacred Heart Project Location(describe,and attach a general location map): 14300 Route 25,Mattituck Brief Description of Proposed Action(include purpose or need): Parish center with office spaces and faith based meetings and religious education Name of Applicant/Sponsor: Telephone: Rev.Michael J.Bartholomew,Pastor E-Mail: Address:PO Box 926 City/PO:Cutchogue State:NY Zip Code:1193, Project Contact(if not same as sponsor;give name and title/role): Telephone:631-765-4330 Patricia C.Moore,Attorney E-Mail:pcmoore@mooreattys.com Address: 51020 Route 25 City/PO: State: Zip Code: Southold NY 111971 Property Owner (if not same as sponsor): Telephone: Roman Catholic Church of the Sacred Heart E-Mail: Address: PO Box 926 City/PO: Cutchogue State: NY Zip Code:11935 Page 1 of 13 FEAF 2019 Received B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and t f financial assistance.) Government Entity If Yes:Identify Agency and Approval(s) i I $pealS Required (Actual or projected) a.City Council,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village ®Yes❑No Southold Town Planning Board Submitted July 30,2024 Planning Board or Commission c.City,Town or ®Yes❑No Southold Town ZBA Submitted July 30,2024 Village Zoning Board of Appeals d.Other local agencies ❑Yes®No e.County agencies ®Yes❑No Suffolk County Department of Health Services anticipated submission 8/15/24 f.Regional agencies ❑Yes®No g. State agencies ❑Yes®No h.Federal agencies ❑Yes®No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes Olo ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes®No ifi. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No 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 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ❑Yes®No 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): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 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? J Received RO Zoning&R-40 Zoning AUG (I JZ MA b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c.Is a zoning change requested as part of the proposed action? n9 oaMsg81S If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located?Mattituck-Cutchoque b.What police or other public protection forces serve the project site? Southold Town Police Department c.Which fire protection and emergency medical services serve the project site? d.What parks serve the project site? N/A D.Project Details D.1.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)? Commerciavou j;m b.a.Total acreage of the site of the proposed action? 5.6 acres b.Total acreage to be physically disturbed? .8 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 5.6 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)? % 8,200 Units: sgaure feet d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes O10 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 ONo iii.Number of lots proposed? iv. 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 ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (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? 1INvi Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family four or morel- Initial Phase Received At completion of all phases AUG'0 5 2024 g.Does the proposed action include new non-residential construction(including expansions)? ZOning Boar®ofs❑No If Yes, Appeals i.Total number of structures ii.Dimensions(in feet)of largest proposed structure: 22 height; 57 width; and 138 length iii.Approximate extent of building space to be heated or cooled: 8.200 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? ❑YesRJNo (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.Will 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 ix. 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 ❑YesoNo into any existing wetland,waterbody,shoreline,beach or adjacent area? If 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 13 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? es❑No If Yes,describe: iv.Will the proposed action cause or result in the destruction or removal of aquatic vegetation? Oning 8oard O No 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? ®Yes❑No If Yes: i. Total anticipated water usage/demand per day: 1,200 gallons/day ii.Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: Suffolk County Water Authority • Does the existing public water supply have capacity to serve the proposal? ®Yes❑No • Is the project site in the existing district? ®Yes[:]No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ®Yes[]No iii.Will line extension within an existing district be necessary to supply the project? ❑Yes Olo If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: '-:r6wf1 iv.Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes®No 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? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: 1,345 gallons/day ii.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary waste 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 C) • Do existing sewer lines serve the project site? V ❑Yes®No • Will a line extension within an existing district be necessary to serve the project? ❑Yes®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? LfftesJONo If Yes: • Applicant/sponsor for new district: Zoning Board of Appeal • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? v. If 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): A 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: L How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii.Describe types of new point sources. 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)? • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑Yes®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 D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: L 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: • Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(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, ❑YesONo landfills,composting facilities)? If Yes: i.Estimate methane generation in tons/year(metric): U.Describe any methane capture,control or elimination measures included in project design( . 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? 77o ng Board of Appeals If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulate srdusj: j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑YesONo 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? DYes❑No v If the proposed 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''/z mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand OYes❑No for energy? If Yes: i.Estimate annual electricity demand during operation of the proposed action: ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii.Will the proposed action require a new,or an upgrade,to an existing substation? ❑YesoNo 1.Hours of operation. Answer all items which apply. i.During Construction: U. During Operations: • Monday-Friday: Sam-4pm • Monday-Friday: 9am-8pm • Saturday: • Saturday: 9am-9pm • Sunday: • Sunday: 9am-5pm • Holidays: • Holidays: 9am-5pm Page 7 of 13 L J m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes ONo operation,or both? If yes: i. Provide details including sources,time of day and duration: H. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ElYes❑No Describe: RpceIVed n.Will the proposed action have outdoor lighting? AUGA 5 2024 OYes[]No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied struc es: fixtures will be located on the new building,and will have full shielding and be dark sky compliant Zoning Board of Appeals ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes ONo Describe: o.Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo 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 ONo or chemical products 185 gallons 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 ONo insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): H. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ONo r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal O Yes []No of solid waste(excluding hazardous materials)? If Yes: i.Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: 5 tons per month (unit of time) • Operation: .25 tons per month (unit of time) ii.Describe any proposals for on-site minimization,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: • Operation: Page 8 of 13 0 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes 0 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):H. Anticipated rate of disposal/processing: 665 5 • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment Received iii.If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or dispos� lia td��YesONo waste? v [[uuCC If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at f&," Board of Appe�l� 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 If 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 covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious 1.72 2.01 +0.29 surfaces • Forested 2.30 1.62 -0.68 • Meadows,grasslands or brushlands(non- 1.54 1.93 +0.39 agricultural,including abandoned agricultural) • Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) • Surface water features 0 0 0 (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0 0 0 • Non-vegetated(bare rock,earth or fill) 0 0 0 • Other Describe: Page 9 of 13 _ c.Is the project site presently used by members of the community for public recreation.? ❑Yes❑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, � V i.Identify Facilities: I�M6 e.Does the project site contain an existing dam? ❑Yes®No If Yes: AUG 5 2024 i.Dimensions of the dam and impoundment: • Dam height: feet Zoning Board of • Dam length: feet Appeals • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑YesONo or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? ❑Yes❑No • If yes,cite sources/documentation: ii.Describe the location of the project site relative to the boundaries of the solid waste management facility: iii.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? If 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: i. 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: W.Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes❑No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 1 _ v. Is the project site subject to an institution al_control limiting property uses? i ❑Yes®No • If yes,DEC site ID 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? esONo • Explain: AU,'0 2024 E.2. Natural Resources On or Near Project Site Boarcl of Appeals a.What is the average depth to bedrock on the project site? N/A feet b.Are there bedrock outcroppings on the project site? ❑YesONo If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: Sand(SP) 100 % d.What is the average depth to the water table on the project site? Average: 21 feet e.Drainage status of project site soils:❑ Well Drained: %of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: 0 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? ❑YesONo If Yes,describe: h. Surface water features. i.Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesONo ponds or lakes)? ii.Do any wetlands or other waterbodies adjoin the project site? ❑YesONo 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, ❑Yes0N0 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 ❑Yes ONo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes ONo j.Is the project site in the 100-year Floodplain? ❑YesONo k.Is the project site in the 500-year Floodplain? ❑YesONo 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑YesONo If Yes: i.Name of aquifer: Page 11 of 13 l in. Identify the predominant wildlife species`that occupy or use the project site: Rabbits,birds n.Does the project site contain a designated significant natural community? ❑Yes oNo If Yes: i. Describe the habitat/community(composition,function,and basis for designation): -196G ii. Source(s)of description or evaluation: Received W. Extent of community/habitat: • Currently: acres AUG .0 5 2024 • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres ZbnI g Board of Appeals o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑YesONo endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: L Species and listing(endangered or threatened): p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of YesONo 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? ❑YesONo 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 ❑YesoNo 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? ❑Yes®No i.If Yes: acreage(s)on project site? ff. 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 ❑Yes®No 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? ❑YesONo If Yes: i. CEA name: ii.Basis for designation: iii.Designating agency and date: Page 12 of 13 e.Does the project site contain,or is it substantially tially contiguous to,a building,archaeological site, district ❑Yes2No 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: ❑Archaeological Site ❑Historic Building% trid�e� ii.Name: tl ,vUb iii.Brief description of attributes on which listing is based: AUG' 0 5 2024 f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for 4Yes0No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeologica Me d of Appeals g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes 0No 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 ❑YesONo scenic or aesthetic resource? If Yes: i. Identify resource: U.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 ❑YesONo Program 6 NYCRR 666? If Yes: t. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes 0No F.Additional Information 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 or minimise them. G. Verification I certify that the information provided is true true/to the best of my knowledge. Q Applicant/Sponsor Name S F%' Date Signature Title 1 PRINT FORM Page 13 of 13 Town of Southold Received LWRP CONSISTENCY ASSESSMENT FORM AUG 0 5,2024 A. INSTRUCTIONS Zoning Board of Appeals 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law.This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which,includes all of Southold Town). 3. If any question in Section C on this form is answered"yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with .the.LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-114-11-1 Sacred Heart Parish Center The Application has been submitted to(check appropriate response): Zoning Board Special Exception Town Board ❑ Planning Dept. ® Building Dept. ® Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity,agency regulation,land transaction)❑ (b) Financial assistance(e.g. grant,loan, subsidy) ❑ (c) Permit, approval,license, certification:❑ Nature and extent of action: New Parish Center for the Roman Catholic Church of the Sacred Heart Location of action: 14300 Main Road,Mattituck Site acreage: 5.6+acres Present land use: Church and residence Received. Present zoning classification: RO/R-40 AUG 0 5 2024 2. If an application for the proposed action has been filed with the Town of Sout%lg a1j9nK,16dWE)tlowing information shall be provided: (a) .Name of applicant:Rev.Michael J.Bartholomew Pastor (b) Mailing address: P.O.Box 926, Cutchogue NY 11935 (c) Telephone number:Area Code( )c/o Patricia C.Moore (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No © If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster-a pattern of development,in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies;Page 2 for evaluation criteria. ®Yes El No ❑Not Applicable The proposed Parish Center is part of the Roman Catholic Church of Sacred Heart located on the same property. The parish center provides office space,faith formation for adults and children,meeting rooms for interdenominational groups and Sacred Heart ministries. The parcel is not.adjacent to a water body and the use is consistent with protected religious uses and permitted with a Speical Exception. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Received ❑ Yes ❑ No N Not Applicable AUG�52024. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑Yes ❑No ®Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑Yes ❑No NNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III —Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑No NNot Applicable Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. / ❑Yes ❑No ®Not Applicable Received AUG'0 5 2024 Zoning Board of Appeals Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No M Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑Yes ❑ No ®Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. 0 Yes ❑ No 0 Not Applicable Policy 11. Promote sustainable use.of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Received � AUG 0 5 �N-2-4 �. Ebming Beard at Appeals Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Created on 5125105 11:20 AM A. t h TOIIVK- 'OF :'SOUTHOLD. PROPERTY R --- 7 VILLAGE' DIST.T—°mSU6. LOT , .OWNER STREET /� FORMER OWNER . N E. ACR. S W TYPE OF BUILDING . . .QCnoi., I`. IP/9g6{s,v . .0gs IVAo`�' RES ` SEAS. VL. FARM COMM; CB. MILS. Mkt. Value "LAND. IMP. TOTAL DATE REMARKS a. P UaA a ,n +-c� le- -6'n ros --r ;0�51�; '� �. � ,�, oo :�.�®�` q / 0�0— P �S /S - �in�fP_ T��l✓l[t. I-1- ,l)f.r�L. II/PlGr r 2. AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE o n FARM Acre Value Per Value a Acre o cnCD FRONTAGE ON WATER N 'Tillable. FRONTAGE ON ROAD - @ CD_ 6. 3 _ V1/oodland JG 7, . i Meadowland DEPTH G L c5r House Plot. ' BULKHEAD b. Total .' 'DOCK. J . { INN ■■■ ■noM r�_■■■■■■ ■■■m■■■ ■ ■�.��.■■■■ors ■�:.■■ ■■■■■■ .. O E MN 11MIXFOR-1111 IN 111 is ■■■■■■■��■■■■■■■■ ■ ■■ ■ ■■■�■■■■■■■■■■N ■■■■■■ ON ■■�■■■■■�■■■■■■■■■■ '�1■■■■■■■■ ■ ■■w■■ NN ■1■■■■■■■■■■ p1o■■■■■■■■0 �I. �i■�1!!ilIIiI/J1l�iiii■lift']ll�i 0■i�� ■■■IE�fIiLi�l■�Iia�■��■!� �N■ ■■■■■■ basement Interior Finish Fire Place Rooms Ist Floor • , Rooms 2nd Floor Driveway i N- ENNONNOMENNNINNONNNEENE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • 1 st FloorDTHLR . .. • . . FULL COMBO Basement CRAWL PARTiAL • . . Finished B. . • D.R EYE Ext. Walls BR. Dormer Baths Laundry • INEINEINS _ • Library/ ' ■ r . - - •y r Received AUG 0 5 2024 img 130ard of Appeals s ateP ,its �•` -ii..i.d�+ R'cs� 7�Y• A,.,�i.� 4 �r _ msi�-. .',�.` �',� -t •tK�fiA'4 r ' ir,Y+ty' yiiC , 'C.u�' Ut3lu s•. nr 'yt". . w� ✓ ih:=YN �5 � . 'Iff. -C '. .l. }' ;'t.ss lx��'; r�"'�', 1s aF .�' y` �1„ - _ � liar F T'� ,� �r ��~A •: 1 �.t 1 �..eke... -..� 77 Deceived AUG 05 2024 Ing Board of Appeals C1J n .y r,�.Ft•c r P t ' r4�• .;1>"""' `A` s � ! . .\ �"r r +gyp'. • r � i ;► �. " eceived AUG I 2024 Zoninq i•. • of A••-. - vm Ib - a ' •a� F�• ��'Y ..• :n `i! .. e�n ram`, ,. �:, ., i AUGReceived I 5 2024 s :•. • of Appeals Mh rwr ., 1 Ike.�. v� •.y -' _ "� w3ived • •.. ard als � / t j 141;!� f� .I �� N� �. ,� J �c 'ail._•� 4 - i - r • • "� �1 �`s'''�.R � f • :"�-,.._• '�-►�"�"-*A �'t� �'`^"^ia ^ski•,'�:'�' --_ -^`..� •A� <f]. y '7 yam. � �- �i'� �i + ..t► 'Yr w�r on Ni,, . 'fir s- � •' �� - vt ► —" ,. � a tj ENIPPIP i a y - +k 3 - , "our* rr .....' `�• Sacred Heart Parish New Parish Center �: .. 14300 Main Road Mattituck, NY 11952 to ZBA CHECK FEES - 2024 Funding Account - B211O.1O DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO ✓ 7/24/2024 Domeluca II, LLC 7957 $500.00 45347 8/5/2024 7/24/2024 Domeluca II, LLC 7957 $250.00 45358 8/5/2024 7/30/2024 Cataldo, Lynn A. Rev.Trust 7958 $1,500.00 302 8/5/2024 7/31/2024 Ticker,Alyse 7959 $2,250.00 1409 8/5/2024 8/5/2024 RC Church of Sacred Heart @SE $1,500.00 184 8/5/2024 $6,000.00 4 RECEIVED AUG -6 �1 S',outhold Town Clerk Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 08/06/24 Receipt#: 333785 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7957 $750.00 1 ZBA Application Fees 7958 $1,500.00 1 ZBA Application Fees 7959 $2,250.00 1 ZBA Application Fees 7960SE $1,500.00 Total Paid: $6,000.00 Notes: Payment Type Amount Paid By CK#45347 $500.00 Esseks, Hefter, Angel, Di Talia & Pasca CK#45358 $250.00 Esseks, Hefter, Angel, Di Talia & Pasca CK#1409 $2,250.00 Finnegan Law, P.C. CK#302 $1,500.00 Lynn Cataldo CK#184 $1,500.00 RC Church of Sacred Heart Building Fund Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: RC, Church of Sacred Heart PO Box 926 Cutchogue, NY 11935 Clerk ID: JENNIFER Internal ID:7960SE Fuentes, Kim From: John Baglivi <tl40@icloud.com> P- CMED Sent: Thursday, December 12, 2024 9:31 AM To: Fuentes, Kim DEC Subject: Mattituck Catholic Church project 2 2a24 Z®NING B p�pgRD OFAPPS Greetings, For unknown reasons, I did not receive a mailing outlining the above project before the hearing date. What concerns me is that the property behind the church was a British military encampment during the revolutionary war. I have observed what appears to be carriage parts projecting from the ground there. The property may contain gravesites or archiological remnants. I believe, and hereby submit, that prior to any further tree cutting or construction on the site, and full archeological study should be conducted. Kindly distribute this email to the members of the board. Thank You. JohnB ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emai.ls. f � ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------x 6 S� In the Matter of the Application of AFFIDAVIT ROMAN CATHOLIC OF CHURCH OF SACRED HEART MAILINGS Appeal # 7960SE SCTM Parcel #1000-114-11-1 -------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, MADISON MESSINA, residing at RIVERHEAD, New York, being duly sworn, depose and say that: On the 18t" day of OCTOBER, 2024, 1 personally mailed a true copy of the Notice set forth in the Zoning Board of Appeals Application, directed to each of the persons listed on the attached list at the addresses set below their respective names; that the addresses set below the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said notices were mailed at the United States Post Office at Southold, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Attached hereto is the white receipt post-marked by the Southold Post Office on said date. MOO MADISON MESSINA Sworn to before me this 18 day OCTOBER, 2024 (Notary ub ic) BETSYA. PERKINS [Votary Public,State of New York No. 01PE6130636 Qualified in Suffolk Cou, Commission Expires July 18, 2,E U.S. Postal Service" U.S. FIRM Service— EIPT 0 , pCERTIFIED MAIL"' REC O RECEIPT "E] e. , Domesticnly r�i1 flJ x t: sF rt1 v Certified Mail Fee p Certified Mail Fee 7 �� p rs`tj 7 Er $ ! 4 Extra Services&Fees(check box,add fee as appropriate) !' " RI Extra Services&Fees(check box,add fee as appropriate) �r ^I ru ❑Return Receipt(herdcoPY) $ O 0 ❑Return Receipt(hardcopy) $ co p Postm"a ❑Return Receipt(electronic) $ G ❑Return Receipt(electronic) $ POStmerk + Fire »-1 p � p ❑Certified Mall Restricted Delivery $ Cb ❑Certified Mall Restricted Delivery $ Here p Adult Signature Required $ N []Adult Signature Required $ ,i• /a ❑Adult Signature Restricted Delivery$ rU ❑Adult Signature Restricted Delivery$ t Postage , Postage C p $ p $ ebl.`vh r_1 Total Joseph Grattan ra LSent Virginia C. Parkin Q $ Tracey Grattan 605 Reeve Avenue SentTo Mattituck NY 11952 ---__--- p- _______ PO Box 1096 Q Mattituck, NY 11952 LnLn Er it City St PostalMoll @ RECEIPT CERTIFIED MAILP RECEIPT CERTIFIED MAIL •. D. Only .I7 ru r - ru O Certified Mail Fee O Certified Mail Fee Cti] S Q3J 1)vn rig Extra Services&Fees(check box,add fee es appropriate) r ��..®•., f11 Extra Services&FeeS(check box add fee as appropdete) p ❑Return Receipt(hardcopy) $ l `ii C-t I p ❑Return Receipt(haMcopy) $ ❑Return Receipt(electronic) $ PoS ark i ❑Return Receipt(electronic) $ Postn�a, �- I p Certified Mall Restricted Delivery $ ere i 1 0 Certified Mall Restricted Delivery $ Frkrp (� I r., ❑ -' r" ❑Adult Signature Required $ ❑Adult Signature Required $ rU Adult Signature Restricted Delivery$ ti try n.) []Adult Signature Restricted Delivery$ ❑ Ln C t17 � „�j' Postage Postage ._,. .,, t'� p ice\ ! ^' $ --�... I r 1 Total Postaow .A IN— r-j Total Pot ' r� John A Baglivi r. Douglas Hausler p $ p $ Andrea Hausler Sent PO Box 1211 m 12732 Willingdon Road i cc st�eetae; Mattituck, NY 11952 Huntersville, NC 28078 � Ciry-$"tat; �n Postal U.S. Postal Service- U.S. Ln CERTIFIED MAIL@ RECEIPT I ru. CERTIFIED MAIL@ RECEIPT = I Domestic Mail Only Ln Dotnestic Mail Only ru ° ru rU - , (( £ � '::9, e.^�^f 1 b f R 3 ¢j S.n rrl , <?i yy 4�3 f ru O x Certified Mail Fee 0- Certified Mail Fee p �, $ �✓u>��-- �� V^tee N Extra Services&Fees(check box,add fee as approp"te);;.^o /�� J nJ Extra Services&FeeS(check box,add fee as appropriate) p J /f`y,,�(� p ❑Retum Receipt(hardcopy) $ ❑Return Receipt(hardcopy) $ t '�T C Return Receipt(electronic) $ PCstmat�� Q�t ❑Return Receipt(electronic) $ i'i ' Pogtmark ❑ p ❑Certified Mali Restricted Delivery $ Here -! p ❑Certified Mall Restricted Delivery $ 'D,i [�•• ❑Adult Signature Required -$ [�- ❑Adult Signature Required $ '` ' Q J- I Q �1 n..l Adult Signature Restricted Delivery$ \ ,� fit, na ❑Adult Signature Restricted Delivery$ Ln Postage Postage C3 TotalP Douglas Massey —" ,i LSentTO Mattituck Presbyterian Church>. ° r` $ Jennifer Hatfield C3 PO Box 1411 psenrr 14065 Rte 25, PO Box 228 i__________. Mattituck, NY 11952 --------- 43 Mattituck NY 11952[r1 . Qom' cr-c�ty,S —IqL6 • • _ Postal o RECEIPT r=1 CERTIFIED o RECEIPT /. Mail-OnlyCr Domestic Mail Only nJ For delivery information,visit our website at www.usps.cornO. M r1J For delivery information,visit our website at WWW.USPS.Comlo. Certified Mail Feei �' `� ' O � Certified Mail Fee' rU Extra Services&Fees(checkbox,add fee as appropriate) ' - 4 s> L O ❑Return Receipt(hardcopy) $ SO rUExtra Services&Fees(check box,add fee as eppropdate) 5• ❑Return Receipt(electronic) $ ! Pos� rk G ❑Return Receipt(hardcopy) $ ,i A El Certified Mall Restricted Delivery $ i / .e 1 ❑Return Receipt(electronic) $ Postmark y�..\ r- ❑Adult Signature Required $ i- i 1 0 ❑Certified Mail Restricted Delivery $ Here �. a n.I []Adult Signature Restricted Delivery$ Pv f 1� r%- ❑Adult Signature Required $ Lr) Postage \`r •`• � ,%' N ❑Adult Signature Restricted Delivery$ rU / Postage 1 Total Jeffrey Tyzik '�--' rq TWO Gregory W. Couch a $ end Jill Tyzek o $ entr Kristine M Niemynski Couch Ir 111 Park View Road, N CO 9rfBei Q- 345 Reeve Avenue ___________ Ln Pound Ridge, NY 10576-1213 CO Street' g Mattituck NY 11952 Q' City S Er NF§ :.. r •. ...•.• ■ • Postal Ln CERTIFIED MAILP RECEIPT CERTIFIED MAILa RECEIPT rq CO Domestic Mail Only Domestic Ln Ln n For delivery information,visit our websit4d at www.usps.comll� l nJ RI Rl I ) td s 1 0 Certified Mai(Fee /S��,(;(N� Q Certified Mail Fee ��A S rU Edra Sa Ices&Fees(check box,add fes as appropriate) �Q1\� N EXtra$ervlCes&Fees(checkboX,add/ee es epp opdete)f y `O ❑Return Receipt(hardcopy) $ l ;. -��]Ss i��— Return r3 ❑Return Receipt(hardeopy) $ -a' `��• ❑ Receipt(electronic) $ Postfita } ❑Return Receipt(electronic) $ i r ( a�istmark O ❑Certified Mall Restricted Delivery $ . i He[q )O d' I= []Certified Mail Restricted Delivery $ �' 14 S IC%re j r� ❑Adult Signature Required $ O O !! r� ❑Adult Signature Required $ r� rl_I []Adult Signature Restricted Delivery$ • ti , f rU El Adult Signature Restricted Delivery$ Postage !� r',< Ln Lrl Postage ('C o $ o $ . r9 Total P. Total Po Steve Ficner o rSent Joseph M Sedotto C3 Sent To Elizabeth Ficner - 735 Reeve Avenue ----------- o- ________. 14215 Rte 25, PO Box 576co Street arr Mattituck, NY 11952 :_----_____ City;staff Mattituck, NY 11952 Er :.. r •. ...••- :.. january 2u (j-OZ-OUCJ-VU4j Postal • CERTIFIED 0 ■ ■ ■ , O ■ ■ rU =- 1 Domestic mail Only Domestic Mail Only P- r�u m ' � � M ._w i I 0 Certified Mail Fee Certified Mail Fee - 1 p^ $ c O n I Extra Services&Fees(check box,add fee es appropriate) ru Extra Services&Fees(check box,add fee as appropriate) �,ti '( �'\ O ❑Return Receipt(hardoopy) $ n Q ❑Return Receipt(hardcopy) $ �( ��'; �, ❑Return Receipt(electronic) $ Postmark ❑Return Receipt(electronic) $ P tmark l-� 0 []Certified Mail Restricted Delivery $ Here C3 ❑Certified Mail Restricted Delivery $ erei C`• ❑Adult Signature Required $ CO r•• ❑Adult Signature Required $ N ru ❑Adult Signature Restricted Delivery$ nv rLi L1`) N ❑Adult Signature Restricted Delivery$ N Postage Postage , 0 $. p $ i,cr";.', r-9 Total Bernard L Stepnoski' r� Total Brenda M Szczotka -- o $ Beverly Stepnoski o IS 405 Reeve Avenue, PO Box 1100 Sent Tx p0 Box 336 Sent T 0, Mattituck, NY 11952 Street' Mattituck, NY 11952 CO Street i Ln ---------- tr) L a-• City,s Q" City,SI RC Church of the Sacred Heart Neighbor List Tax Map ID Name Name2 Address City,State Zip Tracking 140.-3-29 Joseph Grattan Tracey Grattan PO Box 1096 Mattituck,NY 11952 9589 0710 5270 0290 2327 06 140.-3-27 Douglas Massey Jennifer Hatfield 14065 Rte 25,PO Box 228 Mattituck,NY 11952 9589 0710 5270 0290 2326 45 140.-3-26.2 Steve Ficner Elizabeth Ficner 14215 Rte 25,PO Box 576 Mattituck,NY 11952 9589 0710 5270 0290 2325 84 140.-3-26.1 Richard Lahey Kathleen Lahey 367 White Road Mineola,NY 11501 9589 0710 5270 0290 232713 114.-9-5 Mattituck Presbyterian Church PO Box 1411 Mattituck,NY 11952 9589 0710 5270 0290 2326 52 114.-9-6 Gregory W.Couch Kristine M Niemynski Couch 345 Reeve Avenue Mattituck,NY 11952 9589 0710 5270 0290 2325 91 114.-9-8 Bernard L Stepnoski Beverly Stepnoski PO Box 336 Mattituck,NY 11952 9589 0710 5270 0290 2327 20 114.-9-10 Virginia C.Parkin 605 Reeve Avenue Mattituck,NY 11952 9859 0710 5270 0290 2326 69 114.-9-9 JeffreyTyzik Jill Tyzek 111 Park View Road,N Pound Ridge,NY 10576-1213 9589 0710 5270 0290 2326 07 114.-9-11 Joseph M Sedotto 735 Reeve Avenue Mattituck,NY 11952 9589 0710 5270 0290 232515 114.-11-30 Donn Costanzo Linda Costanzo 750 Reeve Avenue Mattituck,NY 11952 9589 0710 5270 0290 2327 37 ^ 114.-11-29 John A Baglivi PO Box 1211 Mattituck,NY 11952 9589 0710 5270 0290 232676 114.-11-28 Jorge Campos 1425 New Suffolk Avenue Mattituck,NY 11952 9589 0710 5270 0290 232614 114.-9-7 Brenda M Szczotka 405 Reeve Avenue,PO Box 1100 Mattituck,NY 11952 9589 0710 5270 0290 232744 114.-11-27 Douglas Hausler Andrea Hausler 12732 Willingdon Road Huntersville,NC 28078 9589 0710 5270 0290 2326 83 114.-11-26 Joseph Golder Catherine Golder 1305 New Suffolk Avenue Mattituck,NY 11952 9589 0710 5270 0290 2326 21 114.-11-2 Mattituck-Laurel Library PO Box 1437 Mattituck,NY 11952 9589 0710 5270 0290 5327 51 140.-3-28 David Deridder Patricia A.Deridder 14005 Rte 25,PO Box 1465 Mattituck,NY 11952 9589 0710 5270 0290 2326 90 140:3-25 Richard Simicich Debra Simisich 14455 Rte 25,PO Box 319 Mattituck,NY 11952 9589 0710 5270 0290 2326 38 9589 0710 5270- 0290 2326 14 9589 0710. 5270 0-290 2326 21 z 9589_ 0710 5270 0290 2326 38 2 � • "�ti0❑❑❑ v � • v V) CO sp 3 3 z m .. 3 3 m a 3 �� m ■ m 99� w¢ ■ Nmo. z Cb ■ a m T�, • 'm m ��,,.m id • 'm 'w m m W • '�' m a 9 R• m • c 2 m m T O m 9 �m (D m s- m b N B' o. m V 5 x„-••. _ • W n o.�5 m :._1 _ • �, `� a n v r Ln • m < w vi w u, fD O to o o r»ton }�_ � W (D ? w Fn to,w Fn$ tz - (n (D m � C n) (D () S a) O (7 m s <xa O n N �' w == ' r N N -3 n z 0 $ z (OD a O In Vf N v 2. O vi LO < y 4 F� D Q M 'za N I ,��f!5�d. (O f<D - -_ Uhl X S��/ �,� n v ;' 1 , M77 Z a `•U�r • �,� �?_:� • • Postal N oRECEIPT rm3CERTIFIED A o RECEIPT m Domestic Mail Only Domestic Mail Only fu ru ru 0 LF J Id C 12= L UP `5) E ru F F i€ C U A L ".j �� I ;, C3 Certified Mail Fee C3 Certified Mail Fee lU Extra Services (ch&Fees(check box,add fee as epprophate) rU Extra Services&Fees eck box,add fee as appropriate) C3 [IReturnReceipt(hardcopy) $ C7 C3 ❑Return Receipt(hardcopy) $ -. ' ❑Return Receipt(electronic) $ Postmark ❑Return Receipt(electronic) $ Postmark � ❑Certified Mall Restricted Delivery $ Hefe C3 ❑Certified Mali Restdcted Delivery $ Hefe [:]Adult Adult Signature Required $ r ❑Adult Signature Required $ r- / i rU _❑Adult Signature Restdcted Delivery$ n ru ❑Adult Signature Restricted Delivery$ Postage i, Postage t r:i TO Donn Costanzo =__-� - a TotalF Richard Lahey I C3 $ Linda Costanzo C3 $ Kathleen Lahey ' I San Sent R 750 Reeve Avenue -------------- Er 367 White Road t p Streef i Ir) Mattituck, NY 11952 Ln Mineola, NY 11501 Q �7� rr Si i. - . r r rrr•r. :r r t r r rrr•,. Postal Service TI U.S. Postal ServiceT" ip o . o RECEIPT CERTIFIED MAIL Er Domestic Mail Only Domestic Mail Only I` 1 ru For delivery information,visit our website at www.uSPS.CoM0.ru ! m , Certified Mail Fes I L3 Certified Mail Fee I ,, Er $Q. $ `� rU Extra Services&Fees(check box,add fee as appropdate) ru Extra Services&Fees(check box,add fee as appropriate) ® S'`� p ❑Retum Receipt(hardcopy) $ —3 (3 ❑Return Receipt(hanicopy) $ �ii '•r7 l \� , ❑Return Receipt(electronic) $ ❑Return Receipt(electronic) $ Pcstrviark _t t POSiRIHrk _p C3 ❑Certified Mall Restricted Delivery $ �,_ there C3 ❑Certified Mall Restricted Delivery $ Here I-- CISN ❑Adult Signature Required $ iV r� ❑Adult Signature Required $ n I o ti El Signature Restricted Delivery$ru Ln rU Lr1 DAdult Signature Restricted Delivery$ r.' Postage Postage C3 $ , o $ ::] _ � Total Po Mattituck- Laurel Libraryy� P_ Total Po David Deridder ""'� o $ PO Box 1437 Er C3 Sent To Patricia A. Deridder Sent To Mattituck NY 11952 � � Streef ar, r --------- co s----- 14005 Rte 25, PO Box 1465 � Mattituck NY 11952 -------- D-• Ciry Sia r •--------- Q" City,S'tai SENDER: • •N W COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. Signature ,_- ■ Print your name and address on the reverse X I El Agent so that we can return the card to you. I ❑Addressee ■ Attach this card to the back of the mailpiece, B. 11 iv d by(Pn- ted N mre/)� C. Date of Delivery or on the front if space permits. l �� G C� 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes - _ _ _ — --) If YES,enter delivery address below: ❑No Richard Lahey Kathleen Lahey I 367 White Road Mineola, NY 11501 3. Service Type ❑Priority Mail Express( II I'I'III III III I1II'I�II I II 111111111 Fill I I III ❑Adult Signature ❑Registered Mal Restricted' I ❑Adult Signature Restricted Delivery [3 Registered Mail Restricted; ❑Certified Mail(D Delivery 9590 9402 8996 4122 8628 38 ❑Certified Mail Restricted Delivery ❑Signature Confirmation7m ❑Collect on Delivery ❑Signature Confirmation i .❑.Collect on Delivery Restricted Delivery Restricted Delivery 9589 .07.10 . 5270 .0290. 23,27 . 7l3 1Ma'I t •, Mail Restricted Delivery I PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I SENDER: . ■ Complete items 1,2,and 3. lure ■ Print your name and address on the reverse so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, Ived by(Printed Na .Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes (� —---- If YES,enter delivery addles below: ❑No Brenda M Szczotka 405 Reeve Avenue, PO Box 1100 Mattituck, NY 11952 — 3. Service Type ❑Priority Mail Express@ Il Illlll I'll III I Illlll II I II II II I I I ll II I I II III ❑Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail@ Delivery 9590 9402 8996 4122 8626 78 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTN1 ❑Collect on Delivery ❑Signature.Confirmation 2. Article_Number,(Transferfrom service label)____- - ❑Collect on Delivery Restricted Delivery Restricted Delivery - "Mail 9589 0 710 5270 0290 2327 44 Mail Restricted Delivery 00) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ; SENDER: COMPLETE THIS SECTION COMPLETE T141S SECTIOJ%111�,*DELIVERY ■ Complete items 1,2,and 3. A. Signatur ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Re d b (Printed Name) C.Date of Delivery or on the front if space permits. -q@ f 0 1.Article Addressed to: _ _ D. Is delivery address difff�erent from item 1? ❑Yes a If YES,enter deliver address below: p No Joseph M Sedotto ''�1� 735 Reeve Avenue Mattituck, NY 11952 ----- 3. Service Type Il ❑Priority Mail Express@ I Illlll IIII III I Illlll II I II II II I I I IIII IIII III ❑Adult Signature 13 Registeredail M ❑Adult Signature Restricted Delivery ❑ Restricted' Mail Restricted• ❑Certified Mail@ Delivery 9590 9402 8996 4122 8626 92 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery El Signature Confirmation p_.Crtirtta.Numher__?ransfer_from.service.label) ❑_Collect o_n Delivery Restricted Delivery Restricted Delivery 9589 0 710 5270 0290 2325 15 all Restricted Delivery f ) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt f SENDER' COMPLETE THIS SECTION COMPLETE THIS SECTION'ON DELIVERY ■ Complete items 1,2,and 3. A. Si n e ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. El Addressee ■ Attach this card to the back of the mailpiece, B. Received by rated Name) to of Delivery or on the front if space permits. _ 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes r Gregory W. Couch If YES,enter delivery address below: ❑No Kristine M Niemynski Couch 345 Reeve Avenue i Mattituck, NY 11952 - — — 3. Service Type Priority Mail Express@ II I Illlll IIII III I Illlll II I II II II I II I II I I I II Ill ❑Adult Signature o Registered MaiITM El Adult Signature Restricted Delivery ❑Registered Mail Restricted; ❑Certified Mail@ Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmation*m 9590 9402 8996 4122 8627 15 111 Collect on Delivery 0 Signature confir^�,ti•,n o n.+;..ie.nr,rr;t er[rrancfarJromservice label) �;Collect on Delivery Restricted Delivery .Restricted Delivery 9 5 8 9 0 710' i5 2"7:0 i 0 2 9 0' 2i3 2 5 '91 i i is l Restricted Deiveiy PS Form 3811,July 2020 PSN 7530-02-000-9053 ,;. Domestic Return Receipt ,ZONING BOARD OF APPEALS , r� TOWN OF SOUTHOLD: NEW YORK � �1 ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF POSTING #7960SE RC CHURCH OF THE SACRED HEART Regarding Posting of Sign Upon Applicant's Land Identified as 1000-114-11-1 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, PATRICIA C. MOORE, of Southold, New York, being duly sworn, depose and say that: On the 30 day of October, 2024, 1 personally placed the Town's official Poster, with the date of hearing and nature of the application noted thereon, securely upon the property, located ten (10) feet or closer from the street or right-of-way (driveway entrance) -facing the street; and that I hereby confirm that the Poster has remained in place for seven days prior to the date of the subject hearing date, which hearing date was shown to be THURSDAY, November 7, 2024 at 1:10 pm. P RICIA C. MOORE Sworn to before me this lQ day of o' k-cl`y' Notary Public pjSONMESSiNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIME6370636 Qualified in Suffolk county Commission Expires February 5,2 A COMPLETE SECTION. j ,>✓ � ■ Complete items 1,2,and 3. AhDI Si ature l ■ Print your name and address on the reverse p Agern*; so that we can return the card to you. ❑Addl, 11■ Attach this card to the back of the mailpiece, e e by nnte Name) C.Date of Deli, or on the front if space permits. \ I. Article Addressed to: eli ery address different from item 12 O YesJoseph Grattan ,enterdeliveryaddressbelow. ❑No Tracey Grattan PO Box 1096 I Mattituck, NY 11952 3. Service Type ❑Priority Mail Express@ Il I ❑Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑ R Registered Mail Restricted IIIIII I'll 111 11111111111111111111111111111111 ❑Certified Mail® Delivery i 9590 9402 8996 4122 8628 21 ❑Cal ect on Deli Restricted Delivery ❑signature ConfinnationT^� 4 Delivery ❑Signature Confirmation ? i Artir-IP Numhar_CTransfer_f,am.carvira.lahall ❑Collect on Delivery Restricted Delivery Restricted Delivery 9589 0710f11�,�J7( ,J,7J�Jr1�'l( 2J7JJ17r6111„ PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION I COP;IPLETE THIS SECTION ON DELIVERY { ■ Complete items 1.,2,and 3. Signet l ■ Print your name and address on the reverse % ❑Agent so that we can return the card to you. O Addressee ■ Attach this card to the back of the mailpiece, B. Re d by(Printed Name) C. Date of Delivery or on the front if space permits. -S r I 1. Article Addressed to: -iD.As'delivery address different from item 1? ❑Yes j Douglas Massey If YES,enter delivery address below: [3 No Jennifer Hatfield 14065 Rte 25, PO Box 228 Mattituck, NY 11952 3. Service Type ❑Priority Mail Expres, 111111111 Jill 1111111111111 II II Il l II IIIIII l I Ill ❑Adult Signature ❑Registered Mail R ❑Adult Signature Restricted Delivery ❑Registered Mail estricte ; ❑Certified Mail@ Delivery ❑Certified Mail Restricted Detivery ❑Signature Confirmation^ 9590 9402 8996 4122 8627 60 ❑Collect on Delivery ❑Signature Confirmation ?-- Article.Numtser_[TransferYr�m.§enriireJa6el.1_ E—_:___. Collect Crt Dellvety FjestPkted beliverii hiaitricted Delivery i 9 5 8 9 `0 710 `5 2`7 0 `0 2 9 fl` 2 2`E '`4 5` ` 1 Restricted Delivery i PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt COMPLETE ■ Complete items 1,2,and 3. A Si ature ` ■ Print your name and address on the reverse ❑Agen� so that we can return the card to you. X p C: ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name' C.Date of De6e ) �� ry or on the front if space permits. 1. Article Addressed to: D. Is delivery addree�ss differ rr�� m item 12''O Yes If YES,tinter Qeljrely'adtlt elow: p No Richard Simicich Debra Simisich ? 24 14455 Rte 25, PO Box 319 �1,P, 1k:� Mattituck, NY 11952 ` II I Illlll I'll III l u- 3:P;ServlCe Type ❑Priority Mail Expresse ❑Adult Signature O Registered MallTM Illl Il l ll II II l Il l IIIII II Ill ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail@ Delivery 9590 9402 8996 4122 8627 53 ❑Certified Mail Restricted Delivery ❑Signature Confirmation"+ ❑Collect on Delivery ❑Signature Confirmation -� nrric!a IQnmher-?ransfer_from service label) _T ❑Collect on Delivery Restricted Delivery Restricted Delivery ` 9589..0710 52 , s� r� �rl �r,i�i�,,,r ��y��1�1L�►1{,�� PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ti J � S 4 AT �y t 6 NOTICE OF HEARING - y aPyllat T* wHl be beartl by the Southo,tl Town By,tl at Town Hall,53095 Main 12aa1 Sougola wRl ALSObeavailable VIAc .,5:.weo,m A-FaRow t /southoldtownn '} Y. Y•9a IendaT.aspR C CHURCH OF SACRED NOTICE OFHEAF EART 7960SE ��" 1000-114.1 TM wuuam owa Tgu. ` NAME RC CHURCH OF E:GENERALSPE ;EPTION HEART g . SCTM R: 1000-114.11.1 CONSTRUCT. -USH CENTER VARIANCE:GENERAL SPECIA: IN THURS.,NOV.7 2024 1:10 PM REQUEST:CONSTRUCT A PAI- N-iR DATE the it sl on qR tew.n's we0:'. " THDRS NOV'/,?n'- Ir ." F+ t JCOMPLETE . . F.11ll Complete items°'►; ■ Print dour name and adde6li n the reverse 4 ��asse7,so that we can return the card to you.■ Attach this card to the back of the mailpiece, B. eceived by(Prinlivery or on the front if space permits. .1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes � Donn Costa nzo If YES,enter delivery address below: p No Linda Costanzo j 750 Reeve Avenue J Mattituck, NY 11952 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted IIIIIIIII IIII III I IIIIII II I II II II I I II II IIII I III ❑Certified Mail@ Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfinnationTM r } 9590 9402 8996 4122 8628 52 ❑Collect on Delivery ❑Signature Confirmation j ❑Collect on Delivery Restricted Delivery Restricted Delivery ArticlelVumber_(Transferlrom service label) -- ,.••ail I ! 9 5 t3 9; 0's r' Q i l5 Q 7 i 2i9 d { :3�C 7 W rail Restricted Delivery 4 PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt COMPLETE ■ Complete items 1,2,and 3. A. Si a e � ❑Agent y ■ Print your name and address on the reverse X ❑Address so that we can return the card to you. B. Received by(Printed Name) C.Date of Delive, ■ Attach this card to the back of the mailpiece, ";-:Zr 6 E il� I or on the front if space permits. ' 1. Article Addressed to: D. Is delivery address different from Mir0l•? ❑Yes Steve Ficner If YES,entelOc livery address below: El No � � { Elizabeth Ficner OCT ?5 2024 14215 Rte 25, PO Box 576 e Mattituck, NY 11952 - 3. Service Type ❑Priority Mail Expresso IIIIIIIII IIII III I IIIIII II I II II II I II I I I I II I I III ❑Adult Signature ❑Registered Mai ❑Adult Signature Restricted Delivery ❑Registered Maill Restricted i ❑Certified Mail(D Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM 9590 9402 8996 4122 8627 08 ❑Collect on Delivery ❑Signature Confirmation 2._Article Number(Transfer}rom service./a6e11_ _ _❑Collect on Delivery Restricted Delivery Restrictedoelivery "Y'Vlail 9589 0710.1 't�°p ° : 3= =�s t41rill PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt • 7 SECTIONCOMP(ETF THIS ON DELIVERY COMPLETE • Si at re ■ Complete items 1,2,and 3. {� Agent ■ Print your name and address on the reverse {>=ee so that we can return the card to you. B. Receive y.(Prir�ted Name)r�y" C.Date of ■ Attach this card to the back of the mailpiece, is r or on the front if space permits. %- 1. Article Addressed to: D.Is deliveryaddress differ om tterHn 1-? l7 Yes If YES,enter dv Bel No } UU Virginia C. Parkin f; I#'`;' 605 Reeve Avenue 7024 4a Mattituck, NY 11952 a :; a �in 1111 ,: ti 3. Service Type LL�f7`Priority Mail Express® IIIIIIIII IIII III I IIIIII II I II IIII I II IIII I II I III ❑Adult Signature ❑Registered MailrM ❑ ❑Adult Signature Restricted Delivery Registered Mail Restricted ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery O Signature ConfirmationTM llect on Delivery ❑Signature Confirmation 9590 9402 8996 4122 8627 84 ❑Co � 2_ rtirle-Number__fTransfer_fromsenriceJabeD ❑—•Co Delivery Restricted Delivery llect � -•-yIail on Delivery Restricted 9589 0 710 5270 0290 2326 69 all Restricted Delivery Domestic Return Receipt 'P8 r'orm 3811,July 2020 PSN 7530-02-000-9053 , I ; • • e • e • ■ Complete items 1,2,and 3. A. Sign ture ■ Print your name and address on the reverse X 0 Agent so that we can return the card to you. ❑Addressee I r ■ Attach this card to the back of the mailpiece, B. Received y(P Wed Name) C. Date of Delivery { or on the front if space permits. 1. Article Addressed to: _ D. Is delivery'addres"diff466t from item 1? ❑Yes If YES,Enter delivery addr`ess,below: ❑No i Joseph Golder c€� ; Catherine Golder 1305 New Suffolk Avenue 12 4 2fl2 / V Mattituck, NY 11952 @ 9, 3. Service Type Priority Mail Expresso ' III IIIIII IN III 111111111111111111111111111111 ❑Adult Signature ❑Registered Mail❑ l ❑Adult Signature Restricted Delivery ❑ RRegistered Mail Restricted' ❑Certified Mail® Delivery 9590 9402 8996 4122 8627 46 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTm ❑Collect on Delivery ❑Signature Confirmation ---in Delivery Restricted Delivery Restricted Delivery r 9589. 0710. 52,70,.4290 .2326 21 ""ail' ytail;Restricted,Qelivery;,[; — -- 116i over 500) PS Form 3811,July 2b PSN i63602-000453 . . Domestic Return ReceiptSEN i •IER--cokPL&E THIS SE&ION • e ® • ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse ❑Agent j so that we can return the'card to you. w- 13'Add, X Attach this card to the back of the mailpiece, B.Received by(Printed Nam`e),4� C. Date of or on the front if space permits. e' 1. Article Addressed to D. Is delivery'address differ from item 1? ❑Yes.. Bernard L Stepnoski If YES'^enterd�eivery�ad��e�ssbelow: ❑No � Beverly Stepnoski. 11� PO Box 336 Mattituck, NY 11952 I i 3. Service Type II El Mail ExpressO I IIIIII IIII III I IIIIII II I II II II I I II III II I I III ❑Adult Signature ❑Registered Mail❑ R Adult Signature Restricted Delivery ❑Registered Mail Restricted� ❑Certified Mail@ Delivery 9590 9402 8996 4122 8628 45 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM l ❑Collect on Delivery ❑Signature Confirmation 2L_^a ��^�_.�her_rtsyncfnrimm-secvire./ahel) ❑Collect on Delivery Restricted Delivery Restricted Delivery.. 9 5 8 9„0 7:10. :5.2 7.0: .0 2.9 0 . 2 3 2 7: 20.. 1Restrlcted;gellvery.; t � PS Form 3811,July 2d2d PSN 636-62-000-9063 Domestic Return Receipt 1 '�j� LEGAL NOTICE �.• V'' _ l THOLD TOWN ZONING BOARD OF APPEALS �( / HURSDAY,NOVEMBER 7,2024 at 10:00 AM (/ 1�1///" 0 PUBLIC HEARINGS 0 ,1 \b NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY NOVEMBER 7.2024: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEB INAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendi3r.aspx. 10 00 A M NORTH ROAD HOTEL LLC HOTEL MORAINE#7927SE-(Adjoumed from October 3,2024)Request for a Special Exception pursuant to Article VII,Section 280-35B(4)and the Building Inspector's January 24,2024 Notice of Disapproval based on an application for a permit to construct a new motel building(10 units)and to build an addition to an existing motel building(4 units)upon a parcel that measures 3.251 acres in total area,at;located at 62005 County Road 48,(Adj.to Long Island Sound)Greenport,NY. SCTM 1000-40-1A. 10 00 A M NORTH ROAD HOTEL LLC/MOTEL MORAINE#7953-(Adjourned from October 3,2024)Request for a Variance from Article VII, Section 280-35B(4)(a)and the Building Inspector's January 24,2024,Notice of Disapproval based on an application for a permit to construct a new motel building(10 units)and to build an addition to an existing motel building(4 additional units)at;1)parcel is less than the code required minimum size of five(5)acres;at:62005 County Road 48,(Adj.to the Long Island Sound)Greenport,NY. SCTM No.1000-40-1-1. 10 20 A M BUNGALOW 12 LLC/ELIZABETH MCCANCE#7938-(Adjourned from September 5,2024)Request for Variances from Article XII, Section 280-18;Article XXXVI,Section 280-207;Article XXIII,Section 280-124 and the Building Inspector's April 4,2024,amended September 26, 2024,Notice of Disapproval based on an application for a permit to construct a new two story single family dwelling with a screened porch, terrace,covered porches and decks;1)located less than the code required minimum secondary front yard setback of 25 feet;2)located less than the code required minimum rear yard setback of 50 feet;3)gross floor area exceeding permitted maximum square footage for lot containing up rmitted maximum two stories;located at 358 Ark Hill,Fishers Island,NY. SCTM No.1000- to 30,000 square feet in area;4)more than the code pe 9-1-4. 10.30 A.M.-GREG SFOGLIA#7955-Request for a Variance from Article III,Section 280-14 and the Building Inspector's June 3,2024 Notice o Disapproval based on an application for a permit to legalize and construct alterations to a habitable third story of an existing single family dwelling;at;1)more than code permitted number of stories of two and a half;located at:3480 Old Jule Lane,(Adj.to James Creek),Mattituck, NY.SCTM No.1000-122-4-21. 10 40 A.M.- STEPHEN HARATUNIAN AND ARDA HARATUNIAN#7956-Request for Variances from Article 111,Section 280-15;Article XXII, Section 280-116A(1);and the Building Inspector's May 22,2024 Notice of Disapproval based on an application for a permit to construct a trellis accessory to a single family dwelling;at;1)located less than the code required 100 feet from the top of the bluff;2)less than the code required minimum side yard setback of 20 feet;located at:1205 Soundview Avenue Extension,(Adj.to Long Island Sound),Southold,NY.SCTM No.1000- 50-2-13. 10.50 A M -DOMELUCA LLC#7957-Request for a Variance from Article III,Section 280-15 and the Building Inspector's May 17,2024 Notice of Disapproval based on an application for a permit to amend a currently open permit for anew dwelling to include an attached shade trellis;at;1) less than the code required minimum side yard setback of 20 feet;located at:14895 Main Road,(Adj.to Dam Pond),East Marion,NY.SCTM No. 1000-23-1-2.10. 11.00 A.M. -ALYSE TICKER#7959-Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207;and the Building Inspector's July 10,2024 Notice of Disapproval based on an application for a permit to demolish,per Town definition,and reconstruct a single family dwelling;at;1)less than the code required minimum front yard setback of 35 feet;2)less than the code required minimum combined side yard setback of 25 feet;3)more than the code permitted maximum lot coverage of 20%;4)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:1685 Westview Drive,(Adj.to Mattituck Creek)Mattituck,NY.SCTM No.1000-107-7-8. 1 00 P.M. LYNN A CATALDO REVOCABLE TRUST#7956-Request a Variance from Article XXIII,Section 280-123 and requesting a Reversal Of the Building Inspector's July 22,2024 Notice of Disapproval,based on an application for a permit to legalize"as-built"additions and alterations to an existing accessory building;at;1)a nonconforming building containing a nonconforming use shall not be enlarged,reconstructed, structurally altered or moved,unless such building is changed to a conforming use;located at:9490 Main Road,East Marion,NY.SCTM No. 1000-31-10-2. �" - 1 10 P.M. ROMAN CATHOLIC CHURCH OF SACRED HEART#7960SE Aequest for a Special Exception pursuant to Article III,Section 280- 13B(2)and the Building Inspector's July 10,2024 Notice of Disapproval based on an application for a permit to construct a parish center,upon property located at 14300 NYS Route 25,Mattituck,NY. SCTM No.1000-114-11-1 1.20 P.M. NOBLEHOUSE SEAPORT LLC#7961-Request for Variances from Article III,Section 280114;Article XXXVI,Section 280-207;and the Building Inspector's July 23,2024 Notice of Disapproval based on an application for a permit to legalize an"as-built"habitable third story and create additional habitable third story space to an existing single family dwelling;at:1)as built habitable space is more than the code permitted two stories;2)proposed habitable space is more than the code permitted two stories;3)gross floor area exceeding permitted maximum square footage for lot containing up to 80,000 square feet in area;located at:2345 Main Road,Greenport,NY.SCTM No.1000-35-1-27.2. 1 30 P M SILVER SANDS HOLDINGS 1 LLC #78935E-(Adj.from October 3,2024)Request for a Special Exception pursuant to Article VII, Section 280-35(B)(6),applicant requests;(1)to convert an existing accessory boathouse to a freestanding restaurant with office and storage space,for restaurant operations;and(2)permission for an accessory seasonal outdoor barbeque/bar area;located at 1135 Silvermere Road, Greenport,NY. SCTM 1000-47-2-15.' 1 30 P.M. SILVER SANDS HOLDINGS 1 LLC.#7894-(Adj.from October 3,2024)Request for a Variance from Article VII,Section 280-36;and the Building Inspector's January 10,2024 Notice of Disapproval based on an application for a permit to construct a free standing restaurant with office and storage space for restaurant operations;1)located less than the code required minimum side yard setback of 15 feet;located at:1135 Shore Drive/1135 Silvermere Road,Greenport,NY. SCTM No.1000-47-2-15. 1,30 P.M. SILVER SANDS HOLDINGS L LLC #79143E-Adj.from October 3,2024)Request for special exception pursuant to Article VII,Section 280-35B(6)and Article Vil,Section 280-35C(1);applicant requests;1)to convert an existing single.family dwelling(30'4"by 261411)to a commercial kitchen to be utilized in conjunction with converted restaurant on the same lot(Lot 15),and;2)upon conversion,said commercial kitchen will be accessory to the principle use of the converted restaurant;located at 1135 Silvermere Road,Greenport,NY. SCTM 1000-47-2-15. J,30 P.M. SILVER SANDS HOLDINGS I.LLC#7897-(Adj.from October 3,2024)Request for an interpretation pursuant to Chapter 280-146(D)of the Town Code,and the Building Inspector's November 16,2023 Certificate of Occupancy based on alterations(diner and bar areas for motel guests only)to an existing motel building,to wit:1)whether the newly issued Certificate of Occupancy issued under Section 280-35C inappropriately limits the use of the diner and hotel bar areas to"motel guests only";and 2)whether the use allowed in original Certificate of Occupancy,No.142,dated May 28,1959 remains as a permitted use;parcel located at:1400 Silvermere Road(Adj.to Pipe's Cove)Greenport, NY.SCTM No.1000-47-2-11. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebL!nk/Browse.aspx?id=935072&dbid=0&repo=Town0fSouthold Please note the date to submit written comments to this office will be the Friday prior to the public hearing. After that,no documents will be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: October 17,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 t �@southoldtownny-gov 87b43f47 AFFIDAVIT OF PUBLIC A ION ; The Suffolk Times State of New York, County of,Suffolk County, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 10/31/2024 This newspaper has been designated by the County Clerk of Suffolk Co ty,as a newspaper of record in this county, and as such,is eligible to publish such notices. A E Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 31 day of October 2024 FNotary Digitally signed OUGLASWREA by douglas w rea blic•State of New York Date: 2024.10.31 O.01RE6398443 14:35:16 +00:00 ed in Albany County My Commission Expires Sep 30,2027 BOARD MEMBERS ��0f SOUr�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O 1p 53095 Main Road- P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora 4 4 Office Location: Eric Dantes . �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �yCOUM`( Southold,NY 11971 hap://southoldtownny. ov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809I LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, NOVEMBER 7, 20�4 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 26 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS ��t the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY. NOVIEMBER 7, 2024: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 1:10 P.M. - ROMAN CATHOLIC CHURCH OF SACRED HEART#7960SE — Request for a Special Exception pursuant to Article III, Section 280-113B(2) and the Building Inspector's July 10, 2024 Notice of Disapproval based on an application for a permit to construct a parish center, upon property located at 14300 NYS Rc ute 25, Mattituck, NY. SCTM No. 1000-114-11-1 The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid= If you have questions, please telephone our office at(631) 765 1809,or by email: kimf@southoldtownny.gov. Dated: October 17, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main toad (Mailing/USPS) P.O. Box 1179 Southold, NY 1.1971-0959 O��SI1FFQ(�-� ®!/�, Town Hall Annex, 54375 NYS Route 25 44 P.O.Box 1179 O - Southold,New York 11971-0959 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: October 7, 2024 IINfS MRUICOIT�I'ONS FiOR P{UIBLLC H+EARTNP Dear Applicant; The November 7, 2024 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be p ovided at a later date. The public will have an opportunity to see and hear the meeting live, and ake comments. Bkelow please`see ms'tructi�ons required fio�«pr p,e., o'r�the Z�BA�public-hea mg which includes: PIER EREAD C�REF;U�I�LY ;� ; 4 f. . �- a 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway,) an extra sign is supplied for posting on both street frontages. Posting should be done no later than October 31, 2024. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 lof the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video cor ferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by October 31,2024,verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by �JSPStGertifi 6-kn.-�ReeeiM the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We Instructions for ZBA Public Hear l-Is, Page 2 ask that you send your mailings promptly so that if any pi ece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by October 21,2024. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to t e meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contac information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtomM.gov or elizabeth.sakarellos@.town.southold.Lay.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.22�:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenterf�iew/10528/2024-FinalAssessRoII IMPORTANT INSTRUCTIONS: Scan and email the USPS mailing receipts, green signature cards and affidavits to kimf(a,southoldtownny.gov, and ** PROMPTLY USPS MAIL** the ORIGINALS to the Town of Southold, ZBA, P.O. Box 1179, Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. * PLEAS'E NA1TrE*** TE,W AST DAe�'"�Td "SUBIVI+IT �V�RaITTMEI�T �DUCU�MEdNTS TOO THI R VEMBRWL BHE UHLIFF O PRBCE E _ r i 'G. AFTEdR THAT N® DOO CU�ME�NTS WItlLL CBE ACCE^PT�E�D BYwIE OO F�FICE BP S'IIH ,Bd, ''� MEMBERS AT a:��;Pi8,M11C:1,ff MU1NG Kim E. Fuentes—Board Assistant w (.aserfiche Instrucfions for Zoning Board of Appeals Records il! SOUTHOLD Q +� :r.,i... mrxnnten Servitls isitltt law Do 1... µ INK 1� f 1 i gP -..ter r °�� n t'I � l.'C{ � �,F'��'�. y 'r.�'"�`, �r Ott.!�. s •._.. '>r' r ✓ I >`✓otlPp Me6 1ldspa ` /gersdatlC ° Town Code Onia6aPapmit�tts ' ;Town Ret prde Eoemt i ,� rr"i t Y x rC� � 9zn YP tS Rt+tl"+C�".7 f,.�$e u `�Y � "h 7v'� .'bolt. .�1tAZuiklt3a,+oi�ehe�� ,FbmtztApQ.Cein&te; Y l�ltnuees '�..- ..:+....e. .-.".mr. `• .w`,:.iP:.d.A'.ala,.....:,c.,:.a..n, r-lu::t:::�t:.=..+`,.:.>......a.c.- nn.nv:..:. �.,.s...,....::i's_W..=�,...r; ...�:r+..Y•.S' Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Lasertiche Webi-ink + '�, '•ef'•YFa1-r. -Fa ..nn ::gn ricme browse search iownOfSouNold TownOfSouthold Name Page count Tempatenam.t Town Carl Entry Properties -rown a#storan Path e„Zoning hoard of Apo>ak(ZGA1 , Creation date Page 2 of- .-t 2 29 Entries Cast modified I I i::lfi: ,......,.;a;? S MetadaW Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 LaserticheWeoUnR ° 1Mr+^-oL•^' en 'cc�t ;�g^:vc Home Browse Search �nw^uP,o JrhG;.'.-Zoning Board of APpeats(ZBAI Zoning Board of Appeals Name Page count Template name (ZBA) Alphabetical Index Entry Pr0pertjes Bna:d.Actions n Laserfich=_Sear Guides Path Meeting Schedules Tonct;SouthvLl•.Ze1tt 4^^.Bair of Appeals(ZBA) .. Wriutes/AgendWi-egal Nobces/Hearings Creation date 7 Pending Re{19r5 Last modified '•�6pedal Event Permits 5/23r2017 Train•ng Requirements ZBA Officials R Metadata ZBA Polities 10:rict.:ifat :KSIy,!1^A c'ateptions List Code 290-IOC•3) jurisdiction Listing .�ZBA Book of Mapped 1977 Existing Lots 139 O[tdero 3i Rnuli, 5 Bu!k Sched ules Ag(een.¢n15.C9nbact58.LedS¢5 .oiNhaMA/PaP ?,sUses2� iL�' ;a.ntries Page I of 1 Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche WeoUnk " �y/�^-'rL n` "�° •t.a:: ^':.,t Hone Browse Search rwnOfki:f^.>:•:• v:iga 3ecr!of•oczals ja—-Boa ro Actions Name page count T—Ptale name Board Actions 1957-1979 Entry Prrperties ' 1980-1999 Path 2000 T:;.'issO(c UJd.OiC'__!'� Bc iflf 200i Creation date 2002 2003 Last modified 2004 3J2&20 1 136:17 AA+ `,2605 Metaddtd 2006 2007 _...._..._............._...__...i 2010 .nNpP'+Im�rMl,r3' 201 2012 2013 j 2,15 zor za16 2017 Pending ... .. ... .. .x.wltn•me:+rtvh.aEtN wP-:nev>1.Yei ...o�..�i...f ••_-••._- Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 a- .1— ,¢h 2017 Path 6— iod MI! 15 rr—::,:a 59 d I- 11 ..'d -,G,A 3d —dKnona 5 —d Above: See listed File Numbers. Click on file you are searching. cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink M Home Browse Search noeso.zrov Relevance Records Management 5qarvi 7016 3ora-cnor, 3.1 ioagets: Fed—e --h.tize."e'd Page count:83 Template name:Board Actions Reset Cohn and Kristen Cashel�QoDEP:Pf LOCATION:16-1 Shingle Hill.Wisner... an'. 19.20 7:7016.Zashel SCTIyINo.I000-9-1-26 min-us aDoroval to remo... 1:.Q, Y 19.2017:7016.C,sh,l SCTM No.IOOC-9-1-26 GRANT,evar-ancesas... , Search terms ge S COLIN&KRISTEN CASHEL SECTION D09 BLOC... -�v 10 Thomas AN.—K-1,O).00 a..3a2 ShErS Wand NY Show more information 7018 3d,3rn Ac"r-,.56 C32+33j Page count:56 Template name:Board Anions 3 9:30 X.'A..CrJLi.%CASHEL AND Variances under Aroce ld.SeRion ANN... e 13.,.ante(s)KRISTEN CASHELe7W 5-RecueSE Pf000sed trellis LDcated,n other tha Show nore rformat-1 Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1, r 4 � Laserfiche Instructions ZBA Files Page 4 Laserfiche WebLink Home Browse Search >.w-;OfSowr'vd+Zonm$BOaM J{AJC'idK iZBA1 lamuteSfAgendas/Legal NOt[Ce5/Hea ing5 Minutes/Agendas/Legal Name page count Temptate wmx Notices/Hearings n 1957-19-9 r 1980-1999 Entry Properties - 2000.2009 Path y.t 2010 Town�SouthOiE:ZOnui¢Board cf Appslis '.:I 2011 (ZtL?)',ttinu;ei�'yendaslegal ;-12012 NOticOVFiearinys Creation date 2013 -I!,M1ffit.'.. T.20 Pti 7.:1 20,1 Last modified 2015 12!1!i2016_'�'f 5:::''14 2016 Metadara „2017 No metaciata ass 2nMd Page'of I 11 Ent, Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink " o Pny.weo��1 leln «wr Home Browse Search T".jOfSouthojd,Zoning Board cr Appeals(ZBA) Minutc,'Agengas!Legal Notices!Heanngs>2017 2017 'Jame °age count Template name s ZBA-01,'0512017 Entr/Propertie5 23A 01+05/2017?gentla 1 Path ZBA-01;05.2017;eanng 40 -:'Nnt�ita;4::")ir;_•inn¢-'A.�:f I S szoeal5 ZBA-01/0512017_N 3 ZBA-01110.201 7 a J ZBA-01/192017 Agenda - Creation date 7 I_{ ,i2076_. IN. :,Z3A.OZ%02/2017 Last modified Z3A.02102,12017 Agenda a ..7-::'=%j mZBA-02i0212017--Ing 45 MetaOata J,ZBA-02102:2017-N 3 ZBA.0.1j1612017 Agenda 3 ,r,nrrmuata n;igred „Z3a-02f1fi:2017 Specal 3 _ ffi ,y Z3A-03r02f2017 ' edure Rculss ,MheaktVpap-smcaf+Uses2; ZBA-03:022017 Agenda --- -----� o ZBA-03/02R017-tearing 65 ZBA-03101.2011_N 3 _ Z3A-03!16l2017 Agenda 3 ZBA-0321612017 SP--I 3 'ZBA-t1a/06/2017 5 ZBA.Oa06/2017 Agenda i 'ZBA.Od,0612017-ieanng 45 Above: Agendas, Minutes and Transcripts are in chronological order. ' Tl t- H A RI The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//southoldtownny.gov/calendar.aspx SAME RC CHURCH OF THE SACRED HEART # 7960SE 7. CTM # : I 000= 1 1 4= 1 1 = I ' VARIANCE: GENERAL SPECIAL EXCEPTION [AEQUESTNN CONSTRUCT A PARISH CENTER !ATE THURS. , NOV. 79 2024 1010 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 BOARD MEMBERS ��®F soUPyo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O �� 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 CIO 10C Patricia Acampora Office Location: Eric Dantes �O Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Cou ,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 MEMO TO: Planning Board FROM: Leslie K. Weisman, ZBA Chairperson DATE: August 5, 2024 SUBJECT: Request for Comments ZBA#7960SE — RC Church of the Sacred Heart The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, and current map on file. Your review and comments are requested at this time. **SEQRA review is also required. (Full EAF enclosed) The file is available for review of additional documentation at your convenience for reference if needed. Applicant: RC Church of the Sacred Heart Tax # Zone District: 1000-114.-11-1 ZBA#: 7960SE Hearing Date: November 7, 2024 RECEIVED Code Section: Art III Sec 280-13B(2) AUG 0 7 2024 S06fh67d Town Date of Stamped Site Plan : last dated July 19, 2024 Planning Board Preparer of Site Plan: KEY Civil Engineering Thank you. Encls. CC: Mark Terry, Assistant Town Planning Director, LWRP Coordinator BOARD MEMBERS \\OF SOUIyo Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. Old. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUNTY, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 August 5, 2024 2 Moil— Ms. Sarah Lansdale, Director (, Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File#: 7960SE Owner/Applicant: RC Church of the Sacred Heart Action Requested: General Special Exception —construct a parish center Within 500 feet of: (X) State or County Road ( ) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson By: U � Encls. Site Plan/Survey: KEY Civil Engineering, last dated July 19, 2024 Appendix A - County Referral Form Appendix A-Suffolk County Planning Commission Guidebook Suffolk Planning Commission Submissionm for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Southold Local Case Number: 7960SE District: 1000 Section: 114 Block: 11 Lot: 1 Local Meeting Date: 11/7/2024 Application/Action Name: RC Church of the Sacred Heart Public Hearing: no tNo Referring Agency: Type of Referral: Planning Board or Commission ❑✓ GML239/A14-14 S.C.P.C. Regulatory Review •' Zoning Board of Appeals FISEQRA Coordination &Advisory Town BoardNillage Board of Trustees Request for Informal Input from S.C.P.C. SEQRA Action: EAF Lead Agency Draft Scope ❑Draft EIS❑ Final EIS Dindings Brief description of application or proposed action: General Special Exception - construct a parish center Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of.• • A municipal boundary, The boundary of any existing or proposed county, state, or federal park or other recreation area, • The right-of-way of any existing or proposed county or state road, • An existing or proposed county drainage channel line, • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state, or federally owned land held or to be held for governmental use, The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision �SEQRA Only Zoning Ordinance or Map (Adoption or Amendment) Use Variance ❑Moratorium Special Use Permit/Exception/Conditional Use Area Variance Site Plan ❑Code Amendment F ]Official'Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: Patricia Moore, Esq. Applicant Address: 51020 Main Rd Southold, NY 11971 BOARD MEMBERS 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. Office Location: Nicholas Planamento • �� Town Annex/First Floor Margaret Steinbugler Olif'C�U 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS July 28, 2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 Patricia Moore Attorney at Law 51020 Main Road Southold,NY 11971 Re: ZBA Special Exception Application#7960SE RC Church of the Sacred Heart 14300 NYS Route 25, Mattituck SCTM No. 1000-114-11-1 Dear Mrs. Moore; Enclosed please find a copy of the Zoning Board of Appeals determination rendered at their July 24, 2025 meeting, granting a Special Exception Permit to construct a parish center in accordance with Article III, Section 280-13B(2) of the Town Code. Please observe the conditions of approval. It is the property owner's responsibility to ensure compliance with the code required time frame described herein. Failure to comply with requesting extensions in,a timely manner may result in the denial by the Building Department of a Certificate of Occupancy and may require a new application with public hearing before the Board of Appeals. If you have any questions,please contact our office. Sincerely, LL m E. Fuentes Board Assistant Encl.: cc: Building Department Planning Department MATCH -'UNE FOR PCL,NO. MATCH f'.NE •.;_ge SEE SEC.NO. ,1f4_11-aa1,1 ` FOR PCL.NO, SEE SEC. NO. 40 107-11-010 �.. 140-3 2 ,� '� � 06 uwi • �-�q i4�•3 ��S w �Sz liq 2 • tqo- 3 d-lye 30.4A(c) 4 a I) l UNION FREE 1111 SCHOOLDIS7RICT9 s� �' •� � .� �moo: 5OA(c) V 9 � P MATTITUCK � SCHOOL DISTRICT A 4.0 (c) y > �� •t. MATITUCK PARK DISTRICT , , T 24.3 a MA 4 1.9Alcl CATOHOLIC - _ - F CHURCH - 10 ae 2 22. g _ � 13 4 11 12 13 12c,.. 6 w k s ® s 30 - .';.. 1v 22.4 C 29 ts.J n°' 3. 24 1 5 26 21 28... 2 —'' 5 " 22.3�. 1 12P1c1 10P cl ,� n a 16" R74 „ 19 '. .., PVE "' a (6 _ , 2' 24A `I ".w �. 14.6 4. ',n re 18 �� 141 79A -------3------"-w � 12 1 BA(c) .. :. Q �. ,B r an SUFFOLK ,,e a g 161 a I� 19. 77 C i NEW__-' ^� a 1 d ,,,4 '.Y'I�g 14.2 c' 5 [oPEN sPncE1 , z O 113.1 cs 14.3 () 4(OPENSPACE�Or W i1n ' FOR PCL.NO. 'r 4 1 4.2 FOR PCL NO SEE SEC.NO 'd 1.tA 'u - 14 4 g SEE SEC NO& 122-03.001.8 ', 1.9A ' r 1.0A FOR PCL.NO. _ , 122 03 001 9 13.2 SEE SEC.NO. O Q UNE' z s. ,i r MATCH „i 2.9A(c) - 1 122-05-00414.5 g I.OA c •..-.'.. - - 136 g�. _.. .MATCH LINE 1.7A(0) ,_ - ...SEE SEC.NO.11'22 .137 , o COUNTY OF SUFFOLK - N NOTICE K 1�1 DISTRICT NO 1000SECTION VC E Real Property Tax Service Agency MAINTENNNCE.ALTERATION SALE OR vsW DISTRIBURON aF NNY PORTION OF THEMe wa� TOM of SOUTHOLD114 300 Center Dri,•e,PoverGea3.NY 11901 SUFFOLK COUNTY TAX AMP IS PROHEATED ^ �� ,WITHOUT WRITTEN PERMISSION OF TFE P '�, -.____..Feel SREAL PROPERTY TAX SERVICE AGDCY "'pI,°'^, qp-'oa°i°°3- VIuoC,E OF