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HomeMy WebLinkAbout52399-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52399 Date: 10/27/2025 Permission is hereby granted to: Roman Catholic Church Attn: Michael V. Flanagan, Esq Rockville Centre, NY 11571 To: construct a parish center as applied for per ZBA, SCHD&Planning approvals. Premises Located at: 14300 Route 25, Mattituck, NY 11952 SCTM# 114.-11-1 Pursuant to application dated 10/06/2025 and approved by the Building Inspector. To expire on 10/27/2027. Contractors: Required Inspections: Fees: Commercial- New Structure $5,473.25 CO Commercial- New $100.00 Total $5,573.25 Building Inspector � � r TOWN OF SOUTHOLD—BUILDING DEPARTMENT� TMENT Q Town Hall Annex 54375 Main Road P. O. Box 1 179 S „ Telephone (631) 765-1802 Fax 631 76 - Southold, NY 1 1971-0959 ( 95 a ) 02 .�s s.1lrrww. �a�ltl�oldtownn =ov FAPPLICATION Date R7,ved PERMIT gg R For Office Use Only (� PERMIT N0. ,�� L�� Building Inspector: Applications and forms rntast be filledqjt in their entirety'.Incomplete applications will not be accepted`„ where the Applicant is not the owner, Owner's Authorization form(Page )shall h comPletWed. ,an Date: 'oV n ofjouthok OWNERS)OF PROPERTY, Name::RC Church of the Sacred Heart SCTM# 10oo- 114-11_01 Project Address:14300 Main Road, MattitUCk, NY Phone#:(631) 734-6722 Email:mbartholomew@drvc.org Mailing Address:27835 Main Road, P.O. Box 926, Cutchogue NY 11952 CONTACT PERSON: Name:Joseph Neitzel Mailing Address406 North Country Road, St. James, NY 11780 Phone#:(631) 862-8095 Email:°.neitzeiC)�mn_architecture.com � DESIGN PROFESSIONAL INFORMATION* Name: JMN Architecture PC, Joseph Neitze! Mailing Address:406 North Country Road, St. James, NY 11780 Phone#:(631) 862-8095 Emaill.neitzel@ jmn-architecture.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION *NewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition ❑Other Construction of a new single story with partial basement Parish Center Estimated Cost of Project: $ 3,250,000 Will the lot be re-graded? Yes []No Will excess fill be removed from premises? ®Yes ®No 1 PROPERTY INFORMATION Existing use of property: CI1UCCh Intended use ofproperty: Church/ Parish Center oZone or use district in which premises is situated: Are there any covenants and restrictions with respect to nO/ R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. by hek B Auer R airN'g� a�wrrea�/cz�rr�r"�+c^t:aar�° tt�i�irt�r�°�Fi� ia�a����s sa�a���aNe�+a�all drainage end�t�a uwrat�e Issues as p�et�vda�ed by huupter t► the fibMwrn Code. a4RPtY Ci4 r�r5f f5 PCE1Y NNtAw to the BuildingDepartment for this issuance Building E'ertruNt pursuttt ktr the Building 2rtue udNnatw tuf a Ttt tt ofia uuthold,St oppu County,V ettirYarlt and other applicable,Laws,ordinances tarFRe uka ttrus, the u:orastruttdraru tarthe Bfuild a ddNtiouts rFtera tfouts or you reurtttrval or du:rtuolNtN aru as hereiuti dt spa Ntued,7Fr applicant agrees to Comply all pNsN u:aNa lavws,cordlruct bu lldl $, housNttg code artd reguNtiotusndN totfiuxuft ua�t4t nrfZe�!Nttsectors trru remixt s sued Ntu buildta ,s for rucnssatu Inspections.NNse si atetartauats wun ude hrePuu are muu�asfuab0e as to Mass a�rtuisdetrneanor�auusurut to t tFota1d.d5 oa"ttue iWeut York tutu: erua,N law. Application Submitted By(print ame): Joseph Neitzel Signature of Applicant: BAuthorized Agent ❑Owner Date:. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Joseph Neitzel (Name of individual signing contract) above named, being duly sworn, deposes and says that(s)he is the applicant (S)he is the Agent (Contractor,f said owner or owners, and is duly authorized toperform or have Officer, etc.) horate this application;that all statements contained in this application are true to the best of his/her knowledge and belielfeand that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _ day of '7 20 FRANCINE CIESLAK Notary Public-State of New York NO.O1C15065752 PROPERTY OWNER AUTHORIZAT101 Where the a Qualified in Suffolk County My Commission Expires Sep 9, 2026 applicant is not the owner) 1, Rev. Michael J. Bartholomew 14300 Main Road residing at Matti tuck. N' Jos d hereby authorize Joseph Neitzel to apply on my behalf to the To 'n of South Id Building Department for approval as described herein. Owner's ignature Fr. Mike Bartholomew Date Print Owner's Name 2 MAILING ADDRESS: PLANNING BOARD MEMBERS �QF SOS P.O.lB x 1179 So 11971 JAMES H.RICH III Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR ¢ (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSIU COUNTY Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 12, 2025 OM 2 1 2025 Ms. Patricia C. Moore, Esq. �19 ;�'.n e n t 51020 Main Road Southold, NY 11971 Re: Site Plan Approval - 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 Town Planning Board on Monday, August 11, 2025: WHEREAS, this 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 August 1, 2024, Patricia C. Moore, authorized agent, submitted a Site Plan Application for review; and WHEREAS, the Southold Town Zoning Board of Appeals must review the proposed project for a special exception use pursuant to § 280-13(B)(2); and WHEREAS, on September 9, 2024, the Southold Town Planning Board found the application incomplete; and WHEREAS, on September 20, 2024, Patricia C. Moore, authorized agent, submitted additional materials; and RC Church Parish Center Page 12 August 11 2025 WHEREAS, on October 28, 2024, Patricia C. Moore, authorized agent, and Key Civil Engineering, submitted additional materials; and WHEREAS, on November 4, 2024, the Southold Town Planning Board found the application complete for review; and WHEREAS„ on November 4, 2024, at their public meeting, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, classified the proposed action as 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 If list of actions; and WHEREAS„ on November 4, 2024, at their public meeting, the Southold Town Planning Board set the Public Hearing for January 13, 2025; and WHEREAS, the Zoning Board of Appeals held a public hearing on November 7, 2024; and WHEREAS, on November 7, 2024, the Zoning Board of Appeals closed the hearing subject to a SEQRA determination from the Planning Board; and WHEREAS, on November 20, 2024, the Planning Board, pursuant to Southold Town Code §280-131 C, distributed the application to the required agencies for their comments; and WHEREAS, on November 22, 2024, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, December 2, 2024, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chapter 236 for Storm Water Management after required revisions; and WHEREAS, on January 3, 2025, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed' project and'' determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on January 9, 2025, the Southold Town Architectural Review Committee held a regular meeting to review the project; and WHEREAS, on January 1 , 2025, the Planning Board held and adjourned the public hearing for the proposed action pending the completion of an environmental assessment pursuant to SEQRA; and RC Church Parish Center Page 13 Aqg � 2025 WHEREAS, on January 17, 2025, the New York State Parks, Recreation, and Historic Preservation Office recommended a Phase 1A/1 B archaeological survey to determine the presence or absence of archaeological' sites or other cultural resources; and WHEREAS, on January 27, 2025, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design, architecture, and layout; and WHEREAS, on January 27, 2025, the Planning Board determined that a Phase 1A Archaeological Survey must be submitted to complete the environmental assessment pursuant to SEQRA; and WHEREAS, on February 28, 2025, the Suffolk County Planning Commission reviewed the proposed project and determined it to be a matter for local determination as there appears to be no significant county-wide or inter- community impacts; and WHEREAS, on March 3, 2025, the Mattituck Fire District determined that there was adequate fire protection for the site; and WHEREAS, on March 12, 2025, Patricia C. Moore, authorized agent, submitted a completed Phase I AM B Archaeological Investigation completed by Alfred G. Cammissa, M.A.; and WHEREAS, on March 24, 2025, the New York State Parks, Recreation, and Historic Preservation Office determined that no properties, including archaeological and/or historic resources, listed in or eligible for the New York State and National Registers, of Historic Places will be impacted by this project; and WHEREAS, at their work session on March 24, 2024, the Planning Board reviewed the proposed application, along with comments from referral agencies, and required revisions to the site plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on April 4, 2025, Patricia C. Moore, authorized agent, submitted a letter outlining expected attendance and frequency to demonstrate the proposed parking is sufficient to meet dernand; and WHEREAS, on April 22, 2025, the New York State Department of Transportation reviewed the proposed application and determined revisions were required; and RC Church Parish Center Page Q4 AqU911,1Q25 WHEREAS, on April 23, 2025, the Suffolk County Water Authority reviewed the proposed project, and approved the design of the backflow prevention device plans; and WHEREAS, on June 23, 2025 the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration after a coordinated review, and WHEREAS, on June 27, 2025, Patricia C. Moore, authorized agent, submitted information requested by the Planning Board for review; and WHEREAS, on July 2, 2025, the revised plans were referred for certification by the Southold Town Fire Marshal and Southold Town Engineer; and WHEREAS, on July 8, 2025, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management', and WHEREAS, on July 9, 2025, the Suffolk County Department of Health Services issued wastewater approval for construction, reference # C-24-0297 with design flow of 2017,5 GPD for"House of Worship"; be it therefore WHEREAS, on July 24, 2025, the Southold Town Zoning Board of Appeals (ZBA) granted Special Exception #7960SE; and WHEREAS, on August 7, 2025, the Southold Town Fire Marshal reviewed, made recommendations, and determined that there was adequate fire protection, emergency egress, and emergency access to the site; and WHEREAS, on August 7, 2025, the Southold Town Chief Building Inspector reviewed and certified the proposed use is permitted as a special exception by the Board of Appeals in the Business (B) Zoning District-, and WHEREAS, on, August 11, 2025„ the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 -- Site Plan Approval of the Town of Southold, have been met, therefore, be it RESOLVED, that the Southold Town Planning Board hereby finds the application consistent with the Local Waterfront Revitalization Program; and be it further RC Church Parish Center Page 15 August 1 1,2025 RESOLVED, that the Southold Town Planning Board hereby grants Approval of the site plan entitled "Roman Catholic Church of the sacred Heart Proposed Parish Center" prepared by Marc Pilotta, Licensed Professional Engineer, dated May 14, 2024 and last revised July 8, 2025, and authorizes the Chairman to endorse the plans listed below: C-1: SITE PLAN C-2: SITE REMOVALS PLAN C-3: LANDSCAPE PLAN C-4'" PARTIAL GRADING & DRAINAGE PLAN C-5: SANITARY& UTILITY PLAN C-6: SANITARY PROFILE& DETAILS C-T SANITARY & UTILITY DETAILS 11 C-& SITE LIGHTING PLAN C-9: SOIL EROSION & SEDIMENT CONTROL PLAN C-10: FIRE APPARATUS ACCESS PLAN C-11: DETAIL SHEET C-12: NYSDOT SITE PLAN C-13: NYSDOT DETAIL SHEET C-14: WORK ZONE TRAFFIC CONTROL PLAN A-100 BASEMENT PLAN A-101 FIRST FLOOR PLAN A-102 ROOF PLAN A-200 EXTERIOR ELEVATIONS A-201 EXTERIOR ELEVATIONS Please note the following requirements in the Southold Town Code relating to Site Plans.- 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan Must conform to the Code and may require Planning Board approval depending on their number, size,-intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. RC Church Parish Center Page 16 Aust 'l°I 2tt25 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, ,James H. Lich, III Chairman Encls. cc: Patricia C. Moore„Authorized Agent Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: "" ��... ....�.,a APPlicant Signature: sl Date: ?2,1- l& a C „ BOARD MEMBERS qv sow Southold Town Hall Leslie Kanes Weisman, Chairperson ,4 IO 53095 Main Road• P.O. Box 1179 Patricia Acampora � � Southold, NY 11971-0959 Robert Lehnert,Jr. Qf ce Lo 'g: Nicholas Planamento 4ir -� Town Annex/First Floor Margaret Steinbugler +, � 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS - TOWN OF SOU"THOLD Tel. (631) 765-1 S09 SoUt old 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,M ttituck, NY SCTM No. 1000-114-11-1 E RA DETE ATI'C"N» 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 1lnlisted pursuant to Part 617 of the implementing regulations pertatntng to Arttcle ll(State Enva ronmental Quality Review Act)of the Environmental Conservation Law,and pursuant to the Planning Board Resolution ofJune 23,2025,made a determination of non- significance for the proposed action and Grants a Negative Declaration. Sl1FFtLK CC)lJN ADi1�t 15 fRAT_1 �Cf31E: This application was referred as required,under the Suffolk County Adrrtinistrative Code Sections A 14-14 to 23„and the Suffolk.County Department ofPlanning issued its reply dated August 16,2024 stating that this application is considered a matter for local determination as there appears to be no signifacant county-wide or inter-comm unity impact.. The Agency further commented'that flee proposed l 00-5 �,year flood gone. building is within the 500 year flood'plain per the 00 . LWRP DETERMN 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. R PEP"1*Y FAC IDESC PION. The subject property consists ofa 5.6 acre split zoned parcel located in Matzituc . which cons is of approximately 3.0 acres in the Residential Office (RO) toning District and approxirnazely 2,6 acres in the R-4c3�Zoning District. The northerly property line fronting N S Route 25 measures 39S,fr5 feet,the easterly property line measures 677.78 feet fronting Reeve Avenue, the soutlter)y pro a line measttre 589.05 feet, and the westerly property line measures 505.10 feet, The ro e p p rty 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. BA 1S OF P L CA1 ON Request for a Special Exception pursuant to Article 111, Section 2110- 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 N"r"`S Route 25, Mattituc ,NY. SCTM No. 1000-1 14-11-1. Page 2, July 24,2025 #760SE, Sacred Heart RC Catholic Church SCTM No. 1000-114-1 1-1 RE,L.IEE UE-ST; D: The applicant proposes to construct a 10,528 square foot parish center located in the R40 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 INFORM TI 1N. 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. The Board closed the hearing subject to the Receipt of the Planning Board Comments and completion of the SEQRA Review. ENDINGS 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 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 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. 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 Page 3,July 24,2025 #7960SE,Sacred Heart RC Catholic Church SCTM No. 1000-1 l 4-1 1-1 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 groper 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 resu It of the use. E. Whether the use or the materials incidental thereto or 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. O. 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. L 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 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. 80-38(B) of the Town Code:. The parcel is split-zoned with Low-Density Residential (R-40) and RO Zoning Districts. The purpose of the R-40 district is: Pace 4, July 24,2025 #7960SE,Sacred Heart RC Catholic Church SCTM No. 1000-114-11-1 "to Provide areas for residential development where existing neighborhood characteristics. water supply and environmental conditions permit full development densities of approximately one chvelling per acre and where open space and agricultural preservation are not predominate objectives". The Residential Office(RCS)Zoning District purpose is: "is 10 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 goal(T) 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. 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. 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, 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 Page 5,July 24, 2025 #7960SE. Sacred Heart RC Catholic Church SCTM NoA 000-t 14-1 l-1 SUBJECT TO THE ll OLLOWING 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 modify',suspend or revoke such approval or any term or condition thereof or to impose hereon 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 Steinbugl r. (5-0) ' t4 L ie Kanes Weisman, Chairperson Approved for filing /2025 ry S -wa-_.�._--- _ 9ECONTRL_ONYTEmI ------«...m. —�\ N,Nr JIA e„AN" rlrmA,TRUCTLRESrf r„°NDASrCLITED,PURTEa Fn-`IRIL',;,�wICE$ED IN ACCORDANClom E aa � °�`•�-------------- -- ® VVaterLine(s) Ta Inspected SyThe suFFOL�c�aur�rvDEPARTMENro�HEA�THe � � .+ . _TRL T1RE5 AND li-`CAT=D AP R N N S SHAL HNU SIYGLE-FAMI_v RESIDENCES DATED ��--""" """ ,„..✓"'""•"^'"""'"�, H n " Suffolk County Department Of Health Services. DEG 1BR2920] �- 1 2 SEWER LIVE REOUIF M=NTS Bi. A GRAD TY SEWER LINES AND FITTINGS SHALL I OR EXCEED ISM STANDARD D DON FOR PVC SEWER PIPE RI WITH A .AAO&IOC"M FIRE SPRINKLER 'ti -I" 5, Call �52-5454 To Schedule Inspections MINIMUM 50R 35 RATNC UNLESS C HRWI=E INDICATED SERVICE p .....,.�.---_ ,. NAIuB eM;d3rr%.ZA111w"Be s+RPx.nPa.1N Y... NOE.r'.FN AND RUEBFR BEING FINDS THE "`""^•».. . wa., ""rw '`".a. ..� ��.:'AIR Y µFF A,A�tft ,.f SEALING RINGS LVYMIY A^NI"91'HYCAgtD IWFY+P"1"4Ky:dy'INq NrA.(,A4R7FWY"A{.I.SEWER LINES SH/LBE BTPAI-FIT b �'WM1.A HOUrS In AdVanCa. ,..""' ..,w�,..w'C. d4�y.„„,,.: ,yo ANDCOU-LINWSNAL19f ECURELY NSTALLRANDE-INAT-RTIORT \ L ,F Y,Nr„ ` ��/: IUI�.„?4 c E i h".A" c FLL GRAVITY SEATER LINES SHALL HAVE A MINIMUM DIAMETER OFS%Ifi ACHES AND BE BURIED BELOW GRADE / ^ r 'fI}q. f,A" '• A+:I, GM^ YjU / �/ @,@ ' ieV'Y S NER.VES SyA.N]'3-NET4LIFD IV GRDJVDAATER F031NSTALLATIONS THAT "Y N' _.,.,,�..,, ^^'^A' �I_v "' / J � ///� ^ " '"• muµw u" f Y V E TESTED ENSURE TIGHNESS=RIORTCO- Q.MAXMJV= MISSB,c LAKRAT=511- IT40JRS vA°°MMrAp l W yWr IyY+.- °•~ ,'*!,N ",,,.,.'J ana �M G .. .w a TESTED TW�d RE TIGN MAT/ FJT=EN�TH OF CAST IVEJCEI(TENJNS THROUGH THEFO'JU04TION] 4 t --,... a, ✓ Y !IE �rl/%„ ry r kN x ww2Nv "Ny' ",�Aaro , 14 4 A^^+^� 1 HOUSE CONNECTIONS SIV`'W.VE4 MINAI'JM=ITCH JF IN'=1t-0Ji \ � N ✓^"' Ime: )yV °'""` y"" M^""° v ' q"' +•^' r " ^ ALL HOUSE CONNECTION SHALL BE PRDVOED WITH A CLEAN-0UTAT THE FACE OF THE BUILDING } p ® + t^N IV HOUSECONNELTIONSSHALLBESTRAIGHTVIRHNOBENDS NSEVIFRLINETOTH'IAANHOLE \ &W° 41,`,.,•5-7 ! �SDR 35Nj AT TWIT N; 1 PoH r;,G; IAT rooc� M1'4LbAfM �X{rf W .."! y:.�! °'•"' .raw t V,,,� ;l„r..�.^D O w ° '^ p SY'aT SEWER Al41N AND LATERAL6EW RS SNAIL HAVE A UNIFORM 5L0=E AND BE LAID WRN A STRAIGHT ALIGNM!RT z m .-"-'•.,«d" It MIN SLOPE I" d �o- - w V •'^� AV"d �,• m � � WITHOUT BENDS WHENq'OUIREO,APIRIIEU MANHOLES MAY BE UDLI2ED-ERE SEWERS CHANGE DIRECT A;'Y�I Ta, .;.... I A tA.�{•" _..,;.. \ T + ,U Hn t, qV 'G gig;.,".."A" ..��... �'...- � \ J I /� � PNua' rAeura 0T.s9TMA�YRn .s r SSS n HOUSE OR BUILpIhG 5E4\ORS SMALL BE CONNECTED TO MINOR LATERAL SEWERS WITHAPPRDVED WYE FRIINGS / ""• q y - 11Po:rMWiS a^ZNs 4 e'" JSak; &tFu'+GIB 4(Nptl!RA,D1*J91'0 wm,m,,,,..-•""• ,,,^gyp "Hh' Y \' c SEW RE SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED HOO FEET p^ ,,..w-"'""" " ,( 4"B'OgCV]bAd"f TIT U"YJ'iC COMPANY � ,„ ''"'• Ui. eF31 \ ,r 0 SEWER M41N AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF B INCHES AND SHALL HAVE A MINIMUM( *^ $•5 .r ,n' -""^r,w ,w/ *.�.RA, IY -'•� "" '_ \ `� SLOPE OF04'A ID INCH DIAMETER SEWERS SHaLL H4VLAMINIMJM SLOPE OF 02B-,, .N ,nnw ✓ •J 5.6 ^" *' �^ tl��� (BY OTHERS UNDERSEPAMIE UTILITY "" .,,,r,-.. y^ ✓ „ eA HIGMNAY VlORNPERIARROM NYSOOP`^ ,,:rpylq "'�� :w... a SEWER MAIN AND LATERAL SLIVERS THAT HAVE LESS THAN 2 FEEl OF LOVER DR ARE NOT PLACED ON VIRGIN SOIL -i"NO, - e ` '"'""^�ma;°dI BM4�a a•a't'2GtM TBAmNu ^+vVv^+MIEAN'A•N4N' i'NAAP4A JETti P;9,C CwC mm. SHALL BE CONSTRUCTED OF CU.-TILE IRON PIP_CIPI \\ / �, ® „„ fib•. \LARARS n I SEWERMAINANOIATERA_SEYE45TIIIEBETVEN2FEETAN04 F=_ETOFCOVRSHILLBELON'STgUCI=00F B°,:A4a^sB"• - ,r°„ / i, \ ;e 0I i3 of DUG_r"ON PIPE R`nw,x,._ -."",' yy µN. dyY:. 'Hr•' , '' VICINITY MAP *iAW{VPTAHMaFT S SEVJ_4 MAIN AND.ATERA_SEWERS THAT HAVE OVER 4 F--T D=CDV=R MAY UTl'_I2E FOR e RE H:1.: / b RESR TO PLANS BY yl � ` ]sH.AgnOpAH,DAN .. wsDw 7k'FJ s Mlcmar°DI 1,� -_ V.,. : n - - - Ipr Y� �^' :. _ I "v Ir ,,..-.. 6 T;,..", ., ••-.,N 4'w,.� ,..w` NTS :::aA `rn'...orlr) :r"A.InMNi. o-/ am „_ l �N 1 e rok Na•w0-,r ,nwA]+,N 4,..tl:Wdf-S a}�GJI My w^D -' 'N..R I"s:xL+v- ,,T« N.N; .11I m __.� r MAY, _.., .__ PROJECT DATA RN DgYAA A � x TTh°tl,:4ffi 5'YN[1.`•,F'YJL, N1:$Mrtl N�9kd"la°N"d4"NV1R,:��.rr FROM AIwT:-V/.NTLdV",IR P.RO=J=_]J341NAu-LINE THE R..B!9Td Ai xv � �•� �" � �� ® p *�2^� mH�1� OVARuTl!oLr_clnMw°F TI¢ JRFD HEA4T 1V REFER R P'LAVSMATID BY N OTHERS M� ""' OISTANLE'i4_9_MASJ4EJ E� T]_]GE W J S-4 SERVI ETO ECTED FORMORE INFORMATIDN �¢ ¢vVl'4 , + I / \ IN THE EVENT 9 � �I t , APPL CANT/OWHR 2iB]S_FGAp SA S ENCLOSURE FROM "CROWD FIE WITHIN HEATED �C'mFgp 9' H' y 5 CONSTRUCTROFDUCTILE IRONPRE CIA,UNLESS A SEPARATION DISTANCE OF IBIOR MORE INCHES LS IMAINTAINEOe X. ...,°,^° W„ „:,,;.....�.....- .�••,.„ f e !Y ,, tl '' • x ,r°• ,✓' .. POB%Yb PROPOSED BUILD NG ENCLOSURE ON CONCRETE PAD. w.,,, "Ny ` : ' 1 c IN THE EVENT THAT THE SEWER LVE MUST CROSS OVER THE DRAINAGE LINE iM`EWER LINE SHALL BE ; A "°V�y�• m"",,AID / ;,ail^be CNCXOGUE NY 11915 REFRTO PLANS BY `'"." P \ _ PIPE FOR A -_ _ _ u q ��.. N N "✓ OTHERS FOR PREVENTER PLAN,FOR MORE �'w. �,�„",„ Vim. , - {{ U IFOPERIMU�ERRFOF DR4NAGENPIPING15,INSTALLEDTNEAR TIE FACE BUILDING ALL HOUSECONNECTIONS /!h "„pVS �» rU @^BMAN �D^„a,^!.LI TAX MAP NUMBER Dn 1pp05ee 11/.&m tt lmt INFORMATION �L Luc -" -� "'^..,. •-•R.N - A I I I. IA UST BE CONSTRUCTED OF DUCTILE IRON PIPE FOR IO FEEL FROM THE BUILDING ,!u" ,rtl A tr.V"rF SIZE AREA 2A2398525F(B SB2A rural IN N ''� 9'� 9:B?'.AgrMr1NA�N aW'BZ"iNBURFNU!NINrUq LINEN':ge DAMEMR.NiT H" ! D M PROPOSE FIRE � 4 REFER TO PLANS BY MC ,..,m.•.•,w�.. •�-+ 'N•..®^� �m,•,•"'�'•�`I -. 0 A. A 'A�. ,'M.'W& N,AhRALA4NT,Afd,A"�104 &:',':�:.1% 4. �._�A•H' ,n -...�"�M'h IM r�� ^AMMRf^'DBCJATTAS"C B02rA$: CURRENT USE CHURCH y9 ,• " 11' CURRENTZONING RESIDElRL4L Ri0A RE510ENTNl OFFICE 1R0i I OTHERS FOR MORE ex, all l� V�•+. _,"„� a SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROF SED'WATER MAIN OR I Y I 1a }A� WoRIwA'TAC'V. m N,b N -.Y, ty`,f LATERAL TIE DISTANCE SHALL BE MEASURED EDGETO EDGE .".J R.' t® 4 A Amy ,1 PRO=OSEDUSE ..... PARISH CENTER rF.�W°" ) B CROSSINGS 4 ' yr! THY 1BF y.V,. X, tiA L ,2 '4 ,A E%ISTI�tiG FOOTPRINT BSbl SF 1y 5 0 pppp a THE CROSSING OF LYA1cR AND SE'NER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY 1 S ••,. 4 (µ" n,�`y,'Yy' {.. r%M1, �R.. •Y�Y!,q"µ, ✓'Y 'IpC Naml } THRUST BL48' U`:. 11� p CURTER LINE OVER SETTER TINE Ih THE EVENT THAT THE WATER TIN,MUST CROSS OVER THE SEVER LIh_TH_ GIi,r,J V�. . „ 11 '^H N V\ CO ED ttP LOCK \R FOLLOWING CONDITIONS STALL B=41_: " ,,,�,r'U, ""!"r„ •°mmm FIN BREDETN'E BUILDING CANOPY VM CHURCH ����: .mmm,,. �• ,.:,._—.,^ Ifl.., GROSS FLOOR AREA !]l SE6-4 LINES SM__BE IRO BE_OW THE VIATE4!Iv:AN]y ROVI]E A SEPARATION O=AT LEAST 19 INCHES .. \ PROPOSED FDOTPF NT.._ B�EREO ENTER".2135E DF 21 I _,I' I bIIR DIpl'OF DODO w - - I LEV L 1510 Sc ggAM,4,„RC.fOAwNCt%H` � � BETVVEENT4E 90Ti01.10F T^IEW4rgLINEANJiA_TO OFT ESZHERLIN_AND d�.,9. '-�'• "'"�'" IVATH 4RFABREA%OD•NN, ENTRY!EVEL ,,,,,. e.SJd SF a.. "q,n w _ • SEWE4,NE1]INTS SHALL BE AT IFA¢T1!FEET FROM THE PDINT O=CROS5IYG:NI] 'E ,, uAg A, M E%(STING SAVITARY OMEN IT IS HOT`RACTILA_TO OBTAIN 4N la INCH SEPA4 ON'BOTH TH WATER AND S_/E4 INES SH4 BE E'^^"�"""'""""' pA 00� WEB mm III �l "Mi• \V TOTA!.. ,.,.13 525 5F 5 yw 1F SYST'MTDREM4N CONSTRUCTED OF PRESSURE PI-AND HAVE A MINIMUM'i=PARATI]N 0-12 INCHES BETWEEN TH_BOTICM D= , OE TH-SEW'9 IV- 'v' d% 4a�p�y P111O1ED6'0 'I ' yy I' M 0111=I ICI--„-- ' c SEV!<R LINE OVER IYATER LINE'N THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE THE \V* vN'A,F W �'.Yski �, FlR_SPRINKLER V; ., -.. / ,a W. a II. U4W.CdMhX.iCOA'l11,WIW 'Y'YM4 G@'.hPo., A 4 VM1P.'1N Y" N cunt ^ SERVICE — — — ftl)xnTV!G;x JJ ADEQUAM STRUCTURAL SUPPORT SHAL BE PROVIDED FOR THE SEWER TO AL4INTAIR LINE AND GRACE AND -5'7Ad;�J a^M \ Iq a ;,ySpwTp,A{p CyS.r10;1,.M:f: YAA I IYATER LINE AND S EWER LINE JO INTS SHALL BE AT LEAST ID FEET FROM THE POINT OFCROSSINO ANO m RWM 4'w4p,I AC IT,ELECTRICALU'IOa IROV q xJrPor:.I Nc r c n ITFUNN.N THE ENTIRE LENGTH U-SEE _ = BE „ PROPOSED VUR'U:;('Ma,.«µ^^•,"" Rh'AEIT'.1:IN 1T w+',,YRbp AM1;GrDN I RUNE BEATEN AD!ACENi M4NHOL SOR OTHER!ASTRUCTURES SHALL '?$, w Iu p a AJ C ASIN N:'T4b iW NNFITS;IiI A1,D,4RN1b TIA7 A%' 20A'ry1R Nob''To Yo-ACR mw UTUANTA,q.DN',IF - } ry ..„....�.�.,.. AANHOL£WITH REMOTE PLC PUMPS IIYP OF 21 �-- Mm • / w AVERTICAL SEPAFATION OFAT LEAST IB INCHES SHALL BE PROVIDED BENVEEN THE BOT101A OF THE BE LINE T"„ ,1 'F A' CONCOMPRESSORnTYP OF 21 iJ'M'h:12'B PVC(SCHEDULE w'°rC: non. ,p' ly 1 I „R REF R TO A"AUl,TM4,lr 'T... -..m r F,v4P 9eh.]]lo Qr UWq KAI INK 4NIC ""^"Aw frvlA.ltiiA b rC 11M ARt LINE FROM ,fuWyxly�C' COMPRESSOR(NP OF 21 �-� rI Uf M.,y,W I � TO GRA� I qLT sB.',xA° (THIS SHEET) e I e ® ® /f LEGEND , N,"r DE H arY ar ¢ A wwz'msR,rnaa _ ° qq M THRUST BLOCK SANITARY � I YY 41 ENIEXT ry CLEAN 2 11'ABOVE GRADE ° ^"'^"'^"'^"'^""^"'^"'^"'^"'^"'^"'^"'^"'^"' a. y Ib IttPO 0 M ,.'VeY "Arm 9FhM w@IAF@G4p' M tlJN',"M'r,4NW9MUR'fW"VY Y F21 ,rw..r WifiFL�w;�.'••' .ems. .Imo. {k ,u aw PKOIERtt LINE 4 •• Tp �'^. u.w... .^ 1: I ., I ,.. E „ euI nlvc PARTIAL SANITARY PLAN PR A •. JYV— .m: t"'IaA.. \I+ V yro ��•.• CON]RETELUR3 SC4-1'=1L. M B AO R B HS EN BDAIE 12425 Awr V w.JOJz Av R IL w A. MNN N I JN,IYU NR, V ;A HJ@I a I aAv" "'» ..,. �m= B-2 GENERAL NOTES L06 z' AD sc mr+N ra x ° 'AAN'1 \ r ¢ e. A$11 CA1�" 1E�9$1TY CALCULATIONS a :i Tn B.wN NOrwur, .0 �" 0 .._ ,6 m4vEn ENT ", 2za aM N ca r.aiorl C 4 g. {{ .w�rrc".x....• _ V . r'R rx. Flo M.aN APPLICANTOWNR R H FTH SACRED w h mm.N ':NTT Di pI:D TWArt TUT#N'•Rd o ...,rwr amY �L_.... +, 4 ° '. _ EL-324.00 GROUND SURFACE "r_In u,.,n:R.r mA Dwrw,nuQrrAir,vMwaawvvn sr„mB uc l .. .... I ," I PAVEMEn x rMc.uuaNlnw4eTaAw'rAN. NLq ..Nsvanrpmn..a;RrrawHwsvB:n�m:v=.asr.^y ROMANraTHOLccxue 0 EsncE N 1Fovz< -�' as .•• •• 1: r '*•w �. i.. 'AS w1Li .. yVR MAgK 11 — _ 2383E MAN ROAD orltSrzA al d11 Yfi'rw IroMYIIm'Tfilm and E....................._•.. Re:sa '1 1. R.r,LED 4 4:aD1+ IANDSrAPEAREA PO BO%92fi 7 -.- -. 01 Ir.N^,I 1 TCptxn w."�, . SOD IAN`DSCAPE @IM'IM IWN:R"0'UW1 M11Y4.1R is DIVING��CTORY51 SEATS,IS RESIDENT =540 DO GPO CUMCNOGUE.NY 119J5 y^�'Y rn E%ISTINGC URLH-360 NYC, v nows w !Ai DY•„. 1. �A - ^^- J vtlW^ •••meµ m m~µ• ° FENCE 2 t 11P R,��PARITO CENTERSRV FLOW REO RED -13U5i000PD 2 REFER TO SITE PLAN(SHEET C-1;FOR AD01T10NAL NOTES Np-a DATE BY DESCRIPTIONIO„ ImYPY 2, ,EXISTING I-12' I,d... qE� ali WALL 5 GI _ e SERVICE•NATER O 1 x ^ 3 GROUNDWATER WAS OBSERVED 21'-3•BELOW GRACE IEL 275,DURING FIELD / `';A• ���m� �• - � eR)']i9Y' ® a UTILITY POLE •uNr$a..tAL .T THE REOUIREUDENSITYISLESSTHANTHEPERMITTECM51HTHEREFORETHELOTIS WORKBY501:AfECHANICSONOECEMBER142D11 REVISIONS r c:Yae // y $ ( 3 + • SUFFICIENT H g• - �" $ REVIEW ARID NoOF THE TIE AVAILABLE SVB-ECT GROUNDWATER SITTEREVEALSETHEO NIRATA GHEBTOR THE AREA E%PECTEp ucHTPo� 4 PSAwrg114aAym„Tm.4N,T • SANITARY SYSTEM SIZING CALCULATIONS GROJNOwATR ELEVATION of 358IHAND asJ AT THE SUBJECT SITE THIS Y 4q0 00 „ rxw ST SIGN • PAUSE CENTER HN WIM MEETNG ROOMS=4 i2]SFRY90CCUPAMSi GROU.UOWAYIAS DERNED N6N61I� A FIREHYDRANT MII•{A Al/5tl TJMlfl7i T1T _ wg4,INC.,eM:N,DMAWW DN y R , Iq Y4 eP ® PROPOSED GAS PROPOSED G45 "1I ' 5 A, YONa1FDICIL OFFA'.E'9B15F Y r NLTFR ELEVATION BDBB45ED ON NEdHI11Mi++'AN `M ° H PROPOSED SINGLE-STORY PARISH CENTER C t wATE¢Va,v= t A;sMAva • sIDgAGE-tslsSF wMA ,, aRING us t a r P DATA RECORDED ON USGS MONrt GS __ 0 CLOSE y,; a WITH UNFINISHED PARTIAL CELLAR , yl' q ,. MErE¢ Ne.tiav„B.. II'I p dl R su3,ECT PR]PE3N AA+ - N K I"i ,�._...... ® • CALLIAATTd6 ,.. UNFINISHED PARTIAL CELLAR.2,0205E tl. .¢y :R�BsfPN V IMYa;RrR eaNAgA �, „ FIRST FLOOR:B,50B$F lE=CONIIIVICATI]Na r �.pp p INLET. ® w B CAAAL • SANRARYFlOW = _ = y ;H TARE ARE M4'=�D;C WETLANDS WIMIh']ILO 0=PROPERTY BOUNDARY CIVIL ENGINEERING ^ P:- IUVICE REFER TO ,EB ! ti V,rrl pi1^HJ.L Se-G-D'DECJ=AM-,3159J GPD RR_RT]!I„INIIY M4 FOR I�JSTRATI]N OF PNL3 RY OF cTAIRpS TO AV VEERED ENTRY: M v,ra1,Nr?flM RSFOR / 4 ,,, 1 111,E q... 1 ,I ., HousE OF wogsHm wrrH MrtETNC Roots-]'ao-cJTOTAL SANITARY F-1 =,34sa].11 PRo=�RTr soux]4.4r B64 BLUE POINT ROAD,UNITE f , COVERED rv.r: 14' " - - A T HOLTBVILLE,NEW YORK 1774E 0 I N •,• is • tl THE CONTRACTOR WAIST NO'1=Y Ti TJYM:1GI11=0RING ONISKKi AND pN W,/,riJAyW4NMKII,B: MpyA,P'6YA'yA,AyM .pp,MA.'F°M' �RAY�Y TER FLO'N SM 24 HOURS IV ADVANCED THEC.OMMENDFIAENT OF ANY 0N5RE (B311 B81-08OB w ---T� 1i'.Ur" 4Y w S JS,y-- MN 7 `� • HOUSEOFYIWSHIP WI]H MEETUGROOMS=k3OCCUPANTS,25GPD10CC'JP4M=a]25YGP0 wROUAWNw.-'UpAYrAyY O AS CNq',A'AaWpRmkN WWW,Ke CrvllEn ineerin com T :,«` tNw,�.,, 4 =,., • "."�,... -"""'� .'gym 1 Y. A7' TIC H 1 •• Y 9 9• CIFANUUI • TOTAL FLOA 1n5WGP0 fi aOG D 101750 GPD B ALL ELEVATIONS DEN07D ON THIS PIAN REFER TO NAVDB9 DATUM 'r'OESi CmVIATER w �Ar^„r '' ' �SAHIRARYP ��\ • MNIMIMIgEWI EDCAPALITY=,DAY TOTAL ROh=2DIi`p GPO,1 DAY=291iBDGALLONS UTILITY CROSSING TABLE PROJEcr NAME STRUCTURE ...............*mm".•1 •' cwTa iil ld NpawYl1"p"d%NnM1;'1 ALLOWS R.uu..,_...........__., O T"�� E r'"^"""y ✓" O Y !!M I I ®®� •---Hd•--• wAT=_R SERVICE W— • G.W.T. � EQDuiaeouv m]=+onsacuLaNs R1 ROMAN CATHOLIC CHURCH OF THE SACRED .�..' — to AA 8� w MAT `A q Y;', 4q S=qru%i R BIRA,FN BAND,TR 9LLT, • ;I.,yri.,T.:... 1 r BOTTOMOFUTLRY TOP OF UTNAY R,LOIY C_FARANCE L� .- ................... I.tF 230918T ST0 PoI"• 3Sl WATER, ]S.'... Wo '^s•.... :».,,^„ ,,,.' y,Mv,,,K,l; I. �, AM. - c4ossluc AeGVE _ HEART PROPOSED PARISH CENTER „»✓ C _•, ''y I I I I ._ _ l Pl( ) 14300 MAIN ROAD Lam— HA - B NgT1 r,^,}au9tlrnl4`Y• G GA55VRv1LE �I. CSP `HLEACMING RATE =1dGv0!sF Q 23 Do1110 slORLh 2,5D kL=_CTRIc; I3B TOWN OF SOU HIOLD COUNTYO O O n!^DB?A ® 'Y 5= LE • oE51riR Flow 2D i50cFD D.COUNTY OF SUFFOLK ® r'E RT':+A'LIN O ® ., uND-RcgouND •• REDURRED51DEWULAgEA "15 GPDLSF t c 1 DIST,:1000,SECT,:114.,BLOCK:11,LOT,1 ® N TH NYnui,]wNANM,xa :p RESIDE-745 APF �A'rtH NOTE'ROV pED CRDS5I STORM, INFORIAATION59 APPRO%MATE CONTRACTORISi XnqQ \ RE TO'LINE BY ® OJDsd{Np (III/ —E— E t USE THREE(](LEACHINGPtid.54YI1H tt 3'EFFECTN=D_TH AND ONE(,LEACHING POOL F A ROVIIFY EXISTING 51NG IN SAND N15 APONSPRIOR TO - V w ® ] IONF ERRS FOR MO.¢E ,mk " Tw µ SPOT GRAD-ERNICB.. • - AND NOTIFY ENGINEER OF ECFATIONS PRIOR CONSTRUCTION TITLE V ® cam" Y/^ "'•".• _.,.p t"^•. �, MPo TM // A,I I ,RA1 G IBUTYAnON I- iL O[5050 END BORING"+ .0" TOTAL LDORAGE WINTED)-31 Q FTREAOF1 N30.A-FI DRAWINC+. ....... ` -0.�-• " ,..® O ®� Ii ,,..., \ ` .. Taos vROYIJ"c T�YIOGtI CARK IDEMICNINGPCIF—DL R]SF ..,,,.,,.. m.�uuu E%LS NG. ON E UCTION ®# CO•TYoOq¶q,ro... ^ �_ 5B CtASSIFNCgTKN"d II I. ..._ _.... SUFFOLK°COurm-Tr�INo l000-l�aoo-��oo-ooi000 I .................... SANITARY& UTILITY PLAN o)US / M'R ,BORING eY soILM G DEPARTMENT OF HEALTH SERVICES APPROVAL ® 5:::_- S APPROVAL uAITU 1-E4r __._ -tom. BORING $uBOIk COLA CDHS REFERENCE NO G24-0297 --- a+ DATA SHEET, � DATE 05103/2024 ® B E �°'] my Department of Health Services m^^�^—°^-^__ -^---^^^^^••— -� NMyW SCALE AS SHOWN .,.� as v 1 IA I A�Sol N Approval for Co24 297 OtherThan Single'F2017�5 GPD PROJECT NUMBER: 23200 { Dane e snudrw& I Ka°en°Mur i Nlaa sa au^ """".Try, , ©®. o REFERENCES Reference No. C 0 Design Flow DRAWING ev ...—-- AM EAR E'"D NECKED BY MP m' TAr Gar''22 now p J SANITARY STRUCTURE SCHEDULE B]J1DIRY AND TG]c34=wcsuavIt HODSO Of Worship RI: 02'AICF" Joh °r formerly I �' rI "•"u'.;,aBwA. "" I"._... "': I� ° ". RPAgE]B Use(s) ^_ APPROVED BY MP G&U. AyE.R1«,N n A,. BQ O,NNM{]N' STRUCTURE STgUCMRE NEE EFFECTIVE RIIA GRATE TOP OF dJTIDMI IN.IER L\Nall .... ••,,,••Y••••••••�,v,-•••••• ����••• •mm�••����•••••••••••••••••••••^^ "- u= I R A %N RN dAV05URJEYING PL L^EJ,M.` TY + 7a,;p4N 911v1 A dDm,Fpy� Na,Nw, w ,n^",M°6Utl ErtH.I to me NUMBER DEPTH RINGS DFR1N_ IN. oJT These plans have been reviewed for general conformance with Suffolk SEAL B?darN TB MV d u ut As x 2a twD aRry Nar CM q R baT tla rA use: w DT' d mdo oAa�naw 1, s, PRDP]sDAD=RELASTLDNLFETEPRETRAT,ENTTANK uv-AHra-rN County Department of Health Services standards, relating to water 14EWy nx, 4er:br _ a.+c r a c zoNE:R_ MN" ewi ss RO=oS.OIASYFiEORYORPACTO,A,11NIHz5RATEDI a-Rios 2000 1950 EY 1 .• " supply and sewage disposal. Regardless of any omissions, Y"tulr• " — "" Z'BE arrr ria °"" Br inconsistencies or lack of detail, construction is re'uired to be in +' x%ATER <D r DRAWING ,« r�L W S] PRO-DS=pVA SYSTEM HYDROACTONAN110(42D RATE D cap; 2055 1950 R.1v �"I n accordance with the attached permit conditions Nand applicable � DRAWING No GRAPHIC SCALE S PRO=DSOD,LDPR-LA5 c NLRE Ep5 R9 DDN CRINGE OLW,T FR EaNO „a 211, s0 1921 1900 1T011KA.�+ R`TY'-:.Drq �tandard�,unless Specifically waived b} the Department This approval I a r " r PP OVERALL SANITARY&UTILITY PLAN s0J0LO ER urst P _^ w 55 PROPos p DFR_casrco q TEL>RING oD wT FdA41.A\05G .J c4 0. sT 53 ,eAO yda mEwNswsIK1H1u Iu'::;RR expires 3 years from the approvallistce ttnle A:xtetlLlL fl or renewed. DAr Raow ,wharsbe QW. IN FEET) se PRO=JS D ePRECA=r c]N acTE N D]Yrt FRAM Iw so o Dv=R Mr z]s vs0 .s0 1e a0 TIN•"I MOu. C all beoTe you dig 7W ,Ba9 w07/09/2025 ...mm 1 inch=40 ft. s.] PROPOSED fOT REEAST COhERZE�_AeH N�POD \RN FR441_PND SOLID N1N 2=2. 2159 m Iqy MA,,IIINCK CM 0 A.Y r ^III B:nr' A royal Date r PILO x P.l. PA GE No: 1-800�272-0480 WATrnDeO BN'wrw u s pp NA vrAal UNTIL N MARC P "1"L KB IDA welsse F OF 10