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HNF Resorts LI LLC (master file)
OFFICE LOCATION: AL41LIING ADDRESS: Town Hall Annex Q $QU�y P.O.Box 1179 54875 State Route 25 O� ®�; Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) h Telephone:681 765-1988 Southold,NY 18 www.southoldtownuy.gov PLANNMG BOARD OFFICE n� TOWN OF SOUTHOLD October 8, 2024 U v O C I 1 I 2024 a Ms. Patricia C. Moore, Esq. 51020 Main Road' ''" Building Department Southold, NY 11971 Re: Extension of Approval Amended Site Plan for Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Moore: The following resolution was•addoted'at a meeting of the Southold Town Planning Board on Monday, October 7, 2024:. WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport; and WHEREAS, on October 5, 2020, the Planning Board granted approval with conditions, of the site plan entitled "Eastern Lang Island Karrmpground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020; and WHEREAS, on April 5, 2022, the site plan approval expired; and WHEREAS, on September 5, 2024, Sean Magnuson, owner, submitted a letter requesting an Extension of Site Plan Approval with provided reasoning as detailed in. the September 23, 2024 staff report; and WHEREAS, at a Work Session held on September 23, 2024, the Planning Board reviewed the application and determined that the expired Site Plan remained in compliance with current rules and regulations; therefore be it ELIK Cabins Page 2 October 8. 2024 RESOLVED, that the Southold Town Planning Board grants an Extension of Amended Site Plan Approval for one (1) year from October 7, 2024 to October 7, 2025 to the Site Plan entitled "Eastern Long Island Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020_ If you have any questions regarding the above, please contact this office.. Respectfully, a.... /Y, /E."A ?--- James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Sean Magnuson, Owner i GENERAL NOTES / O Q 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF EX. RESTROOMS / � O A SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. (11�, 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED NOVEMBER 9,1973 AND TOPOGRAPHIC (DOWNSPDOWNSPOUT SEEHITECTURALPLANS) INFORMATION FROM SCDPW TOPOGRAPHIC MAP OF FIVE EASTERN TOWNS DATED MARCH 12,1974. SURVEY AND TOPOGRAPHIC CONCRETE WASHOUT/ N INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 Q m ELEVATIONS ARE REFERENCED TO THE NVAD 88.DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS DOWNSPOUT ADAPTER(ADS C3 Ew w O •t4t4 I�,{/oLE OR APPROVED EQUAL) m FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED MAY 21,1976,SITE PLAN BY MARK RY13Jj // // w ' / / / (SEE CHART FOR PART NUMBER) SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND SKETCHES PROVIDED BY THE OWNER. PROPOSED RAIN ARD "A" PROPOSED RAIN GARDEN"A" 169 CF CAPACITY \ _ 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. 169 CF CAPACITY TOP EL.13.0/ I ^ PROPOSED RAIN GARDEN"H" Z THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE TOP EL.15.0 / /' // HOT.EL.12. I `\ ri 'Ic 95 CF CAPACITY OT.EL 14.0 / 1 1 / _ I \ TOP EL 12.9 CONFORMED ACCORDINGLY IN THE FIELD. 16 // 1 // _ \ I \\ HOT.EL11.9 I / � I \ PROPOSED GRADE / I 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN EX. CAMP SITES // I �"'�"-" o I WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 450 BEND(MAX) t Row I 1 JEM 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. w 6'ADS PIPE(LENGTH VARIES) I I 1 I '• � I \�13 I W 0 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL #1 I SNAP CONNECTION Z m LAWS CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. I Irl�140 j 1 --• 450 BEND(MAX) Q DEBRIS SHALL NOT BE BURIED ON-SITE. W t�pD / 1 11 \ - : PART# PIPE SIZE A B C --n W / i I � 1 .1. 1 DECK r3 o3saAA 3• 250• 3.z5• 4.75' C__ 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE 0464AA 4' 2.50' 3.25' 4.75' o , 0465AA 4• 3.25' 4.50• 5.0(r TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE \ / X l�s 11.' \ / \ V 0466AA 4' 2.56' 2.56' 4.63" 6'ROOF DRAIN LATERAL z PLANS. / \ #2 \ / �x� / ����__ ,��}}ww / \\ \ p I 0664AA 6' 3.62' 5.63' 6.43' WITH WYE(TYP.) / \ 11 ; Y '9 F// I 64A ' 3.6P 5.63• 6.4 \ I #19 / Y �� / X \ •Part 066A AC is PVC NOTE: 6'ADS PIPE MAY BE DISTANCE VARIES 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. #2� W / X USED WHEN A DOWNSPOUT IS (SEE GRADING AND 11 .\ PROPOSEDAIN GARDEN"E" /3.4 CONNECTED DIRECTLY TO THE DRAINAGE PLAN) 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE 1 I •� /\ 1 TO E CAPACITY X 'fi3 �'�3 RAIN GARDEN. TRANSPORT OF SEDIMENT TO OFF-SITE AREAS PONDS DRAINAGE INLETS ETC. THE METHODS AND MATERIALS EMPLOYED IN THE TOP EL 14 2 \ 13 5 D g I \ /' v 1 1 HOT.EL.13.2 \ INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR #31 : j PROPOSED RAIN GARDEN"B" ROOF DRAIN ADAPTER DETAIL EROSION AND SEDIMENT CONTROL". \ \ \ ! / 95 CF CAPACITY X / 'y �`, _ !i u Y M \ \�,/I 1 \�/ // SOT.EL 119 ROOF DRAIN NOTES:TOP EL 12.9 10 CONTENT,AS DETERMINED BY STAILL SHALL BE SELECT NDARD PROCTOR TEST.NULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE IEX. CAMP SITES 1/ #18 �r/ ' w PAVILLION 1. PROVIDE SCREEN AT END OF ROOF DRAIN PIPE AT RAIN GARDENS. O • I / 11. LOT AREA-24 ACRES \ / 1 /• PROPOSED RAIN GARDEN"A"• _ \ -� : / \ 169 CF CAPACITY j I 2. PROVIDE 5'MINIMUM SEPARATION BETWEEN SEWER MAINS AND HOUSE CONNECTIONS. 12. RESORT RESIDENTIAL(RR)ZONE \\ � 75.97 // OF X// / /•' \ TOP EL.14.0 \\ DECK \\ I HOT.EL 13.0 \ � I �' \\ 1 I 3. PROVIDE 5'MINIMUM SEPARATION BETWEEN WATER MAINS AND WATER SERVICES. 13. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. 14.4 14. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 4"PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS DIRECTLY TO DRYWELLS. K •\ SRO OSED RAIN GA DEN"A" OX� 169 CF�APAq1fY \\ 14.3 \ ! I PROVIDES'SEPARATION 15. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. DOWNSPOUT / TOP EL 11.5 X \` I BETWEEN ROOF DRAIN PIPE AND LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS , 1f j - WATERISEWER LINES(TYP.) NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. HOT.EL 10.5 I I - - L . _..�.1_ 11 - - -�_\' _f\ r #6 \ w \1"'' #5 PROPOSED RAIN GARDEN"B" TEST HOLE DATA ix n 95 CF CAPACITY I /'_ c� Xr / \\ s\oT� ! I I TOP EL12.0 EL.12.0 HOT.EL.11.0 1.011 X BROWN SILTY SAND(SM) 1 / 01 Mk. EADERS FR�M UNITS 6 TO \ �� I I w BROWN&PALE BROWN SILT ' OF LOW 01 KLAND DIRECTLY \ X I j �� \ ,J X ` , TO RAIN GARDEtJ, `\ X ( I \� 4.OI' \\ X " / \ DECK I I U z w BLOWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) 7.5'(GROUNDWATER ELEV.4.5) X #10 I � 3 f'S \\ O�c \ �� I I PROPOSED RAIN GARDEN"C" WATER IN BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) LEADYERS FROM UNITS 9,1113, \ \ / #13 \ ¢ &570-FLOW OVER LAND \ \ \ \. i I TO E CAPACITY DIRE LY TORA�N GARDEN \ ,o., x Q ) I j ` I TOP EL 11.0 10 \ .121 \ X , I / , , HOT.EL.9.8 Qp #Q / x 1 I WATER IN BROWN CLAY(CH) 4 T H'PLE t2 /' / ! / i 11 I /I / TESTHOLE BY MCDONALD ,,.o /' I / GROUNDWATER ENCOUNTERED \ so i /X // L X,2-, 1` PROPOSED RAIN GARDEN"A" 7.5'BELOW GRAmE \ PROPOSED RAIN GARDEN \ \ \ r I 1�sx/ �� I 169 CF CAPACITY \ 356 CF C PACITY \ \ f0.6 I ' / TOP EL.11.8 TOP Et:R,5 \ s�X \ \ X Q O�c I / X-•Z` HOT.EL 10.8 \� \\ HOT.EL8.S� �,\ / \ 72.6 I r- I I - DRAINAGE CALCULATIONS: \`N 80•07'20" \\\ \�� \�� �`\ 1 W \\ o`� /r ' I \\ W /•'' THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 17 \\ 1 2"RAINFALL. STORAGE TO BE PROVIDED IN RAIN GARDENS. THE DESIGN __ \\ X� \ `\� \\ X-M IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:R0�1.0. \ \ \ \ 1 X _� W I \ o N DRAINAGE AREA"A" (UNITS 2,4,7, 12, 14, 16, 17, 18, 19, 20) CAN U,ONCE 1 / \\ STORAGE REQUIRED: o ROOF AREA: 1,008 SF X 1.00 X 2"/12=168.0 CF,, APPROVED Y \ \ cn PROVIDE STORAGE IN RAIN GARDEN: j PLANNIN BOARD TOP EL.=263.1 SF F 1,Oi171. BOT.EL.=74.5 SF TOWN OF SOUTHOLD �--------------- (263.1 +74.5)/2=168.8 SF X 1.0'=169 CF>168.0 CF DATE \ � 51i� 202l RECEIVED � `\ �� \\ \\ \'. \\\ DRAINAGE AREA"B' (UNITS 1, 3&5) \10 STORAGE REQUIRED: SEP 2 9 ZOZO \ \ ROOF AREA: 504 SF X 1.00 X 2'112=84.0 CF SITE PLAN PROVIDE STORAGE IN RAIN GARDEN: Southold Town Planning Board TOP EL.=148.0 SF SCALE:1"=40'-0" BOT.EL.=41.9 SF (148.0+41.9)/2=95.0 SF X 1.0'=95.0 CF>84.0 CF DRAINAGE AREA"C" (UNITS 6, 8&10) WATER SUPPLY CALCULATIONS: PROPOSED WATER USAGE: STORAGE REQUIRED: CABINS(504 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD ROOF AREA: 1,512 SF X 1.00 X 2"/12=252.0 CF NO IRRIGATION WILL BE USED FOR THE PROPOSED CABIN AREAS. PROVIDE STORAGE IN RAIN GARDEN: TOP EL.11.0=379.0 SF 9/28/2020 TOWN COMMENTS BOT.EL.9.8 =107.3 SF 389.0+107.3)/2=243.2 SF X 1.2'=292.0 CF>252.0 CF DRAINAGE AREA"D" (UNITS 9, 11, 13& 15) �. STORAGE REQUIRED: ' , - ROOF AREA: 2,016 SF X 1.00 X 2"/12=336.0 CF Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education • Law,Arlide 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect or Land Surveyor,to alter any item in any way.If an item bearing t` PROVIDE STORAGE IN RAIN GARDEN: • : �;- the seal of an Engineer,Architect,or Land Surveyor is aftered,the altering Engineer,Architect,or 912 �V TOP EL.9.5=475.0 SF Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her �O fit, BOT.EL.8.5 =236.0 SF signature and the date of such alterations,and a specific description of the alteration. (475.0+236.0)12=355.5 SF X 1.0'=356.0 CF>336.0 CF DRAINAGE AREA"E" (PAVILION) S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT. 05 RooFAREAAGE S 600 SF 1.00 X 2"/12=100.0 CF EASTERN LONG ISLAND PROVIDE STORAGE IN RAIN GARDEN: Scale:AS SHOWN Condon Engineering, P.C. �p P M GROUND TOP EL.14.2 =179.1 SF 1755 Si sbee Road BOT.EL.13.2=50.7 SF Drawn by:JJC g 690 QUEEN STREET OF (179.1 +50.7)/2=114.9 SF X 1.0'=115 CF>100.0 CF Mattituck, New York 11952 GREENPORT, NY 11944 Date: 9/4/2020 (631) 298-1986 (631)298-2651 fax www.condonengineeNng.com DRAIANGE PLAN BOARD MEMBERS ��OF $DUTyO Southold Town Hall Leslie Kanes Weisman,Chairperson �O 1p 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora T T Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �com, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS _ r TOWN OF SOUTHOLD May 19, 2021 Tel.(631)765-1809•Fax(631)765-9064 Eileen Wingate '" MAY 2 0 2021 Quite Man Studio 2805 West Mill Road Mattituck,NY 11952 RE: Request for De Minimus Determination Appeal No. 7384SE, HNF Resorts,Inc. 690 Queen Street, Greenpori SCTM No._1000-40-3-5 Dear Ms. Wingate; I am in receipt of your correspondence, dated May 11, 2021,requesting a de minimus determination in the above referenced Zoning Board of Appeals Special Exception Permit and Area Variance decision. In your letter,you request a de minimus approval for a Special Exception and Area Variance to construct 20 seasonal use cabins which exceed the maximum square feet in area in accordance with the Town Code,upon an existing campground. You explain that upon recommendation of the Town's Planning Board, that the revised site plan depicts.a re-location of the cabins in order.to preserve as many trees as possible, and that the number of cabins have been reduced to 19. Furthermore,you stated that the cabin re-locations meet all zoning requirements pursuant to Chapter 253 of the Town Code. Based upon the information provided, I have determined that your request is de minimus in nature because the changes do not increase the degree of non-conformity,and the decision continues to follow the general standards governing Special Exception Uses. Please be advised that conditions set forth in Appeal No. 7384SE still apply. We ask that you submit to our office two amended signed and stamped surveys/site plans depicting the aforementioned changes. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter to the Building Department and the Planning Department. S'�cery, Peslie anes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza,Planning Director Quiet Man Studio Eileen:516.818.9754 eileen@quietmanstudio.com 280 .5 West Mill Road Mattituck , New York RECEIVED May 11, 2021 �7 3�q SG MAY 12 2021 Zoning Board of Appeals Town of Southold honing Boars;c?fgppea�s 54375 Main Road; PO Box 1179 Southold, NY 11971 Chairperson Weisman, Attached please find a revised site plan, it represents the final location of the cabins. At the recommendation of the planning board, the cabins shifted locations to preserve as many trees as possible. Further complicated by the need to upgrade the water main and comply with all county health dept requirements. The cabin locations continue to meet all zoning requirements as per Town Code chapter 253. Each Lot remains 50'x 100'. Each Cabin has a minimum of 30' between them. Every Cabin is a minimum of 30' from all property lines. As indicafiod on the survey dated: 1/10/2021. Please note we reduced the number of cabins by 1. We simply did not have the room. I am requesting a letter of de minimus, and your approval to move forward. Thank you, Eileen Winga e 516.818.9754 Page 1 .1 BOARD MEMBERS OF sour Southold Town Hall Leslie Kanes Weisman,Chairperson �� /y� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes vs -hc Town Annex/First Floor, Robert Lelmert,Jr. G,-�c►O • �oQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento �i,'COU Nov Southold,NY 11971 http://southoldtowimy.gov EC E IVE ZONING BOARD OF APPEALS +L x-5r ft� TOWN OF SOUTHOLD AUG 2 5 2020 Tel.(631)765-1809•Fax(631)765-9064 Soul ld Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST-20,2020 ZBA FILE No.: 73 84SE NAME OF APPLICANT: IM Resorts Inc PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000-40-3-5 SEQRA DETERMINATION: The Southold Town Zoning Board of Appeals declared Lead Agency status for the SEQRA review of the special exception application and an—uncoordinated review was conducted. It was determined that this is an Unlisted Action pursuant to State Environmental Quality Review Act(SEQRA) 6 NYCRR, Part 617, as it does not meet any of the thresholds of a Type 1 Action, nor does it meet any of the criteria on the Type 11 list of actions and that the Southold Town Zoning Board of Appeals,pursuant to SEQRA, hereby 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 January 24, 2020 stating that this application is considered a matter for. local determination as there appears to be no significant county-wide or inter-community impact. 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. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2020 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites and constructing twenty(20)seasonal cottages, as well as variances for twenty (20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size; located at: 64500 County Rd 48,Greenport,SCTM# 1000-40-3-5 VARIANCE RELIEF REQUESTED: The applicant's proposal was amended to convert 33 existing tent camping sites to 20 seasonal use cabins of approximately 504 sq. ft. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq. ft. covered porch to be attached to the cabins for an overall size of 594 sq. ft. In addition, a 600 sq. ft. pavilion with an exterior deck will also be constructed. ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33 existing tent sites. There are certificates of occupancy for all of the existing campground buildings & inground swimming pool. The current site plan was approved in 2006, and allows for 63 seasonal RV sites, 90 short term RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground & trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of Conservation (NYSDEC) indicating that no permit is required from the agency, but advised that no construction, disturbance, clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater wetlands without a permit. SPECIAL EXCEPTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 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. The subject property has legally existed as a tourist camp since 1976 without adverse impacts 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.No new uses are beingproposed in this application 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. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. The cabins will be in compliance with the Town's storm water management code 1 1 y Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No, 1000-40-3-5 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. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection.The existing unimproved road will be widened for better fire and police access and the campground has its own fire emergency plan and fire truck on site G.That the proposal shall comply with the requirements of Chapter 236, Stormwater Management 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 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. 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. Page 4,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No, 1000-40-3-5 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. AREA VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 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: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared for tent camping sites with parking. Due to the size of the property, and it being adjacent to Moore's Woods,there will be no detrimental effect to the surrounding neighborhood. 2. Town Law U67-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed cabins are 504 sq.ft. with a 90 sq.ft. covered porch, (total 594 sq.ft.)which is more than the allowable 450 sq.feet.The applicant's agent stated that the applicants determined that they could not adequality fit the modern day needs of potential campers within the size limits currently permitted by code. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 12% relief from the code.However,this variance is mitigated by the fact that the sites are already cleared for tent camping with prior approvals,the overall square footage for all of the cabins will only be 10,080 square feet of. lot coverage over a 23.61-acre property, and that site plan approval by the Planning Board will be required. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions set by this board. 5. Town Law§267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law ✓s267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 20 seasonal rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT, a Special Exception, as applied for,and GRANT the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John J. Condon,LPE, last revised February 17,2020, SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit,and variance relief null and void. 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 ofAppeals 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,pursuant to Article UV Section 280-141 of the Town Code. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 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. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). 11te4 Leslie Kanes Weisma Chai erson Approved for filing /�71/2020 APPLICATION FOR BUILDING PERMIT SCTM N ID00-40-3-6 ON MAP 20 CABINS-,0,080 S.F.(604 S.F.EA.x 20 CABINS) --_ - -* EASTERN LONG ISLAND KAMPGROUND PROP`®SED CABINS CABIN OCCUPANCYLLIMRd PERSONS — �' PAVIWON-900 S.F. 4 •• �pIp BUILDING OCCUPANCY 40 PERSONS •� Q b W O DECKS-2,672 S.F.(90S.F PER CABIN x20 CABINS ♦972 S.F.PAVIWON DECK) �•••- ././ f t �' p" LOTAREA-23SIACRES (. •'( O _ LOT COVERAGE-72D,595 S.F.OR 71.7% - +c., � (107.243 S.F.EXISTINO 13,352 S.F.PROPOSED) I+ \ 1� RESORT REBIOEMIAL(RR)LONE �' SURVEY PREPAREDS)=)TM NTAFT C0RIAIN +- LANDSURVEYORDATEDDEC.9,2019 �, "" "' ^'1 �'�• \ �-' �—' '�- -1 1r I M7 -Q -• ���1;1 per, CO CD NDITIONS 111 PUeLICWATER SUPPLIER: xatm -•., / ��„ `G .��• C78 VA.11 AtiiN R= SUFF01X COUNTY WATERAUTHORRY +•� _ /`:�C 1C 0 SANITARLAGE OF \ •,, VILLAGE OF GREENPORT SEWER DISTRICT ELECTRIC SUPPLIER: , VILLAGE OF GREENPORT ELECTRIC Z.! "\A G/ S 1 •''"'� •,g18 I'� LaTIN00KAiN UNx�e CABINS ARE FOR SEASONAL RENTAL USE ONLY PARKING AND DRIVEWAY SURFACES ARE PERVIOUS ""•, °� _� lj SS PAVIWON IS NOTTO bt USED FOR LODGING � ��� •,\ NO ADDITIONAL SIGNAGE PROPOSED +.. -� $`� � FDGE OF MGRADEO ` —� -G. "• — -�` ! EXTERIOR CABIN LIGHITNO TO BE DARK SKY COMP~ YME EARTH ROAD � �PARKING CALCULATIONS ` Tr. �/'$ f \ 1 PARKING SPACE PER CABIN TOTAL' 20 PARKING SPACES ��\0 �C` / •\'•\ ' / 617 REDUCTION OF 13 PARKINO SPACES FROM EXISTING d • • ! , CAMP SITE USE � � M0 _ oil DRAINAGE CALCULATION FOR ROOFS Vl _ _ �� c ROOFAREA-9,600S.P.((4505F x20CABIN5�9,000 S.F.).. �' '\ _-_�• 0$/. ,. \, ,_+i _ ) I •600 SF.PAVILLION) _ _ \ ��\\\. '��, / 75 CA PER CABIN-(1)4 FT 0 x 6 FT DEEP DRYWELL p - __ -_ \.� � \ •L�°''. / (1 bBPM �� 100 C.F FOR PAVRIION=(1)4 FT 0 x B FT DEEP DRYWE&L •� ---` -�� _v��+ �� �� •\`,• _�+ 1 x ,y _ _L O EKISTNOCHNNUNKFENC • `\ FIN M�� ,/ + �I 6 Q,ry •q .� , -SE ECFStOR#I "ip - EDGEOFWETIANI)S f1Y0ANx3 U M(N UIERI D p `®`' x'OVEM0FR 1s.2D10 DATt suBMmED: SITE PLAN DEC 16,2019 SCALE: DEC •-� Condon Engineering,P.C. 1"=40'-0" raN zozD . O N.9755 Sigsb!ae Ikoad pWQ FEB.17,zD;;D EASTERN LONG ISLAND KAMPGROUND Mattituck,NY 11952 . .01 690 QUEEN STREET GREENPORT,NY 11944 .d 8 >1 W N -Q W Y' CJ1 Ch O I N 00 O N Copylon 5: tj veering,P.C. 3755 Sldsbee Road %lattltu t,NY 11952 0 bt " 0 ripe oCL ak 0 -_ -- - Ir --=___-::- -- z a W -._. G CD z tTl y Tp� O m ap. ✓ RECEIVED ' y ^" !3$ys� DATE D66.19,2019 pr�� MAP® FEB f-6 ^j FIN 1Yi AL REVISIONS, Zoning Board of Appeals FEB.17,2020 i,EVIEWED BY ZEA 7E DECISION#`7,38 eTED_j 112zI l7� ZONIND AND PLAWWO NOTTOBEUSED CABIN FROND' WNATION FOR CONSTRUCnON SCALE:tliTG" pWG.NO.400.01 _ CD OZ D .•-. 0 CD W CD W �1 W �10 cl� O � N 00 00 O N Condon Fnglneering,P.C. &55$Igsbee Road �attltU 3 O 11952 !d 28' A� rD 5'-8• ' 12'-7 ' p IL �� i - - �• 1a i Z z I I Z I i ate• a ROOM I i LLj D[ :T BEDROOM 1 �LJ r _ —- , I Z WWo w T I UJ t� COVERED b j � I LIVING SPACE PORCH i ~' . _ oil C� W F 00 k I � � + ?f 00 w a ' 5' e0l RECEIVO 73 8 $E DATE:D�Cl,19,2019 FI NAL pe FEB 2 6 2020 REv�sioN�; MAP Zo ing Board ofAppKils FEB.17,20g0 + BY ZBA[' CESION# J ZO1- I14I3ANDPLANNWa 2 BEDROOM CABIN FLOOR R PLAN DATED-( � FOR 58TRUC I N SCALE: V-0" DWG.NO.�3Q9.01 (D X O• .. O w d W CD v W 10 ON J i J O � O N Co on Engineering,P.C. a7 55 Slgsbee Road M tt!W tff 11952 ro a C) = . 60. o x ZAa � --- I Q z Z p W O —_-__IT -- — O RECEIVED DATE:DEC.1p,2019 73?-I a FEB 2 6 2020 REwsw : FINAL MAP FE8.17.2020 REVIEWED BY ZB oning Board of Appeals SEE DECISION 9 DATED / /2WID ZGNINGAND PLANNING PAVILLI0N FRONT ELEVATION MMar TOBFUSM SCALE:J"F:1'p" DWG.NQ,4QD. 3 cD X O W ((D �1 W Y, til LA � LA O � N 00 00 O N Candon Engineering,P.C. gr55 Slgsbee Road gaftit r.!�0 11952 rL b r _z �. o d a. x - - o W - - - -- - -- - - -- -- - pz I ----------- r z RECEIV D DATE DEC.19,2019 73 8�SE - t#EwstoN3: ® FEB 2 6 2020 Rla FINAL tl�'A Zoning Board of Appeals FEB.17,2oz9 •EVIEWED BY ZBA EE DECISION# ZONWO AND PLANNING PAV I LL I O N SI®E ELEVATION 4TE®-g i Pp�I$BE gr'ALE��''0" bWG.NQ.49Q,04 n) `C3 - O CD W � 01 �l W c/ i J �O O\ CII Ch O � N 00 00 O N 30 �3'-�0• zz � 3•-y--� Condon Engineering,P.C. 0155 Sigpbee Road 35' ,' s'-� 0a ro it N%g 11952 cL0 � :� ICC/ANSI ACCESS RAMP �'• a a a, � COUNTER LU zCO)z J o --- o �� t, z cut 92 z W --- - - of 83co LU c� N DECK ;, . � RECREATIONAL SPACE �zy VVII tiyl i N >I t DECK DATE DE,Q.19.2019 RECEIVED SEE DWG.NO.300.04 - - - SEE DWG.NO.300.04 REMIONp: B 2 6 2020 FEB.17,V20 7oning Board of Appeals 3 REVIEWED �� A ZONING AND PLANNING PAVILLION FLOOR PLAN SEE DECISION 3 Fo��SMUUCSnDON SCALE:IN 1•-0" DATED S M - DWG.NQ 9p0.0 '17 rJ k 7 O C W N v O\ J W C/1 v J l/l C./I O � N 00 00 O N dondon Eng+ipearing,P.C. gr55 Slgggee Road �attitU�fJY 11952 o 'dw0 zap � � o a p- x Z z or a z0 �w `Il I y Z O cl W rn � DECK 36' '• RECEIVED DATE:DEC.19,2019 -73 g`,5C- kEVISIDNS: FEB 2 6 2020 FINAL MAP FEB.17,2020 REVIEWED BY Z� Ing Board of Appeals 'SEE DECISION# ZONING ANDauwmG PAVILLION FLOOR PLAN (DECK) 'DATED ��I� FOR CONSTRUCTION SCALE:j"c 1.0' I DWG.NQ.390.04 ' CD 7J,� O W N 1 W C\v i J LA Ch O � N 00 ' O N o��OF SO(/lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Q �yc0UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD i N 0 0 ti N P 12 (m m LL. A Jd domfon Ergglneering,P.C. ar-r &55 S►gsbee Road tttltt��"11952 T gas° -B° by W O 2B . . O 1 �a pd ICC/ANSI ACCESS RAMP i o aCD . x CLOS@T j Z MANsi i ieaniRooeni a 'n- 2 I z o W N ': O rn W COVERED RORCHLJ-6W SPACE _-- BEDROOM 7 Z 10 7ltP 1 � r - c oo 1 ra 9-4 �i 23 A� -1-1 g Boefd of App@gtg DATE:DEC,19.2019 Iro 33' Mra REVIEWED BY ZBA REwsioas: SEE DECISION#-7gg SE FES.17,20$0 DATED l /2 ND1G AND PLANMN6 NOTTO BE USED 1 BEDROOM CABIN FLOOR PLAN (UNITS #10 AND #13) FOR CONSTRUCTION SCALE, DWG.NO.300.02 O W � 1 W � 1 V1 C/I O N 00 00 O N 0604on EDgineering,P.C. 2755 Slgsbee Road glattltuak,NY 11952 o b -AO n p U. w CD � Q g z —�-- z -- ------------------------------ ------ --------- - p � w -- --------------- ------ -------- ------------ -- - ------------ rz RECEIVED DATE:DE4.19,2019 FEB 2 6.'i. REVISIONS: FINAL MAP 2a gBeardCfAppeab FE9.17,29?0 REVIEWED BY Zd' ME DECISION# 20NING AND PUWNING AT ED I�/ NOTTOBEUSED CABINSIDE ELEVATION F� ORCO.UCON SCALE:J'pV-" DWG.NO.400.02 co 't3 - O w CD W CD �I W , J VI C/1 O � N 00 Do O N T.;:.;:.. Cfl PROPOSED 2"0 ATER MAIN SAFE-T-COVER PROPOSED 4"0 WATER MAIN 1 } u .n #1803n IINV 120 xu.a OECD '-- Q �p0 If rn I \ K :I'' 1:: DECK N3 D N ""1 W L -- ----- INV N v I I DECK xI3sI t I . #2 x DECK MP �6 #16 / Isa �:..:=f::.: �� DECK I . ES c pSITEgu ` / RAMP ":1'":'_;a #3 1 DECK x/ 1 z'0 PAVILLION _ .f - ;� , DECK k:. i .LEixdes i . #12 SPIGOT 0 OFF; �/,� -_ •Z�:.:::...:�-" /�o- � x I *ox +..'s2s Q. _m \ f a.--'c / DECK 0�'�, :�"•: ::' '-. r T. Os �\ ) E:.,..: ° O VILLAGE OF 9 /fD.l / ,/" .fir• :k \ �^ P \\ \ I 'a". _ :- -r: GREENPORT ::`:;;f:.:.: VACANT LAND / k k \-" ,ii'\ � /fix\ \\��s � :.7:. '(�z'z• ' �.1 I to �z•0 � / \�.,:•.�•`:":::�;:: � f..,.. \ I � ` z'0 // // \>::'•':PRaPQS�:RQgDfII►+�`.:�' \\ OEG� 0., w p \ Ra�a�Ea�..aea.a."Y.x swwev,mmv.�.yr"na.�.ar.u.oe ' \ tnmsu�ya.n,,.w.mm.e+nr:vMmaieMvcenola:m•amfM"r6n.."ep now xJU \ �u / ROPOSEpq gwAT O Scale: 1"=20'-0" Condon Engineering, P.C. ° N 9 g� Eastern Long Island C'WN UHK _� Drawn by:,UC 1755 Sigsbee Road 'Ux /� �rcE N Date:3-13-2021 Mattituck,New York 11952 Camp G690 t(ounds SP�1 � 0� O 0 (631)298-1986 Greenport,New York SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-03—P/05 SCALE 1"=30' DECEMBER 9, 2019 JANUARY 10. 2021 LOCATE NEW CABIN SITES NOTES: I.ELEVATIONS ARE REFERENCED SHOWN N.A.V.D. :— DATUM EXISTING ELEVATIONS ARE SHOWN SHOWN THUS / EXISTING CONTOUR LINES ARE SHOWN THUS:XX----•gyp( /� � •�•, on-RECEIVED r�inn \ G1 MAY 12 2021 Zoning Board Of Appeals / CABIN , +---- i•~ � ' CABIN' .f CABIN �/ •C .CABIN �j. JAI\ .r \\ CABIN sir:•_--��`/----__—� // JSYN CABIN \\\ °�_—�\_____ _�9"' / - -/ /.CABIN! _ `�� \\`\:' 4b`�. c• \\ I /y +// � _ \ .:•,y''J• _.- BEM � \\ I -// / ✓ 9• ----- CABIN' _ �EABINj CA 77..m •JLA: .. '.,,. ull•L� "/- NA�J \ p BIN o 0 _1 .•'^•4 1 '�' CABIN ' �` \I _ \ e.to ... 9 -- IN CABIN e` ` `♦ `� CABIN Jv CABIN /7AL r CABIN \ I- '' '�• q��\ "u° 1 _��\�/ ..`. °.1. .. .'• 4`�" `\ / � as AL \\ \\ \\ \ ♦—+yl l \,( \\ CABIN AL BI: A, \ ♦\ aAA AL AL \ W_ -- \ \ _ -_,\ IMP(-Y.EG�CC -- AL AUt \ -------- AIL N/O `` `\ `-`� Ak. 1y tr""�_4� AIL AIL �'° � AL AIL RrtsPIRm x.run+oAvf wml t1F 1amADr AIL swwms tort Inte s.rvns u EaAamDD \ �e er 1NE uwls Ala.Paton wb rnowTn All \\ . Yal suoN usE en ME raw wwc 9rAiE 1Axo Tn1E Asmnnnw. \ fiN \ `\s N.Y.S.LIc.No.W487 AL rug N than Taft Corwin III mI�N "s"� �"°" sEcnw nog s Tri xcr YOIIX s1Are _and Surveyor u "� lIH1Ma� 9 u�D'/L OWN- WB095m SFw 9M1L Hof DE WNapaoD TO BC A VAVO 161.E CCOY. , utaae.a.To:%11 J.Z=Jr.L.S. C9D01GTAfb Ir01GlFD NfAEa!awl IIW Jovpn A 6q.�a L5. Mr.Sa'—S0drbbn.—Sit.wan.— Coo h.4k.L.WA 1111E oolmxrr.mm9mnu lAocY AYD uDaLtl 9annfmN ullm 1�[ar.uo _ PHOI:E(6X4)727-2090 Fa.(63I)727-1727 lroirinx.�lar�ino�N9 p OM==.%AT LaUNG ADDRESS THE ODSTENCE of w9Nl DT wAn I586 Mob Rood P.O.Boa I6 AND/oR kASfJWf16 OF PLf990,6 Jam"A,Ne York 11947 J—P.1L No Yak 119Q ANY.No SdIDMN AAE N07 1A1A1AwfEFO. i BOARD MEMBERS 4i SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� r/yp 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr_ • �0 54375 Main Road(at Youngs Avenue) Nicholas Planamento Olif'CQU Southold,NY 11971 bapJ/southoldtowimy.gov C E I ,"E® ZONING BOARD OF APPEALS + L _J x.5t,fe1 TOWN OF SOUTHOLD OAUG 2 5 2020 Tel.(631)765-1809-Fax(631)765-9064 n • C,G S®uf Id Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20,2020 ZBA FILE No.:7384SE NAME OF APPLICANT: HNF Resorts Inc PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000-40-3-5 SERA DETERMINATION: The Southold Town Zoning Board of Appeals declared Lead Agency status for the SEQRA review of the special exception application and an—uncoordinated review was conducted. It was determined that.this is an Unlisted Action pursuant to State Environmental Quality Review Act(SEQRA) 6 NYCRR,Part 617, as it does not meet any of the thresholds of a Type 1 Action, nor does it meet any of the criteria on the Type Il list of actions and that the Southold Town Zoning Board of Appeals,pursuant to SEQRA,hereby 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 January 24, 2020 stating that this application is considered a matter for, local determination as there appears to be no significant county-wide or inter-community impact. 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. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2020 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently available. ,The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B 5 and Town Code Article 1, Section 253-1, the applicant is: requesting permission to alter the existing Tourist and Page 2,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites and constructing twenty(20)seasonal cottages, as well as variances for twenty (20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size; located at: 64500 County Rd 48, Greenport,SCTM# 1000-40-3-5 VARIANCE RELIEF REQUESTED: The applicant's proposal was amended to convert 33 existing tent camping sites to 20 seasonal use .cabins of approximately 504 sq. ft. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq. ft. covered porch to be attached to the cabins for an overall size of 594 sq. ft. In addition, a 600 sq. ft. pavilion with an exterior deck will also be constructed. ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33 existing tent.sites. There are certificates of occupancy for all of the-existing campground buildings & inground swimming pool. The current site plan was approved in 2006, and_allows for 63 seasonal RV sites, 90 short term RV /Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground & trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of Conservation (NYSDEC) indicating that no permit is required from the agency, but advised that no construction, disturbance, clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater wetlands without a permit. SPECIAL EXCEPTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 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. The subject property has legally existed as a tourist camp since 1976 without adverse impacts 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 Iocated or of permitted or legally established uses in adjacent use districts.No new uses are beingproposed in this application 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. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. use will-be in-harmony with-and-promote the-general-purposes--and-intent-of-this- chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 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. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection.The existing unimproved road will be widened for better fire and police access and the, campground has its own fire emergency plan and fire truck on site G.That the proposal shall comply with the requirements of Chapter 236;Stormwater Management 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 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. 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, Iimb 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-thy-site-of the-pr-oposed-use-is-par-ticulari-y-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. a Page 4,August 20,2020 #7384SE, HNF Resorts,Inc. SCTM No. 1000-40-3-5 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. AREA VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 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: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared for tent camping sites with parking. Due to the size of the property, and it being adjacent to Moore's Woods,there will be no detrimental effect to the surrounding neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed cabins are 504 sq. ft. with a 90 sq. ft. covered porch, (total 594 sq.ft.)which is more than the allowable 450 sq.feet.The applicant's agent stated that the applicants determined that they could not adequality fit the modern day needs of potential campers within the size limits currently permitted by code. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 12% relief from the code.However,this variance is mitigated by the fact that the sites are already cleared for tent camping with prior approvals,the overall square footage for all of the cabins will only be.10,080 square feet of. lot coverage over a 23.61-acre property, and that site plan approval by the Planning Board will be required. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions set by this board. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law V67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 20 seasonal rental cabins while preserving and protecting the - character of the neighborhood and the health,safety and welfare of the community. f J• Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT, a Special Exception, as applied for, and GRANT the variance as applied for,as shown on the Site Plan and Architectural Plans.prepared by John J. Condon,LPE,last revised February 17,2020, SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit and variance relief null and void. 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 ofAppeals 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,pursuant to Article UY,, Section 280-141 of the Town Code. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of.the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. ' In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 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. Vote of the.Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). L Leslie Kanes Weisma Chai rson Approved for filing Y/d/2020 TOWN OF SOUTHOLD, NEW PORK DATE.S.C' lA......2A, 1978 ACTION OF THE ZONING BOARD OF APPEALS Appeal N ENING Dated August 4, 1978 ACTION O BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Eastern Long Island Kampgrounds Appellant Queen Street Greenport, New York 11944 at a meeting of the Zoning Board of Appeals on September 7, 1978 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance ( ) Request for a variance to the Zoning Ordinance (X) Special Exception 1, SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection paragraph .................... .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 9:05 P.M. (D.S.T.) Appeal No. 2463 - Upon application of Eastern Long Island Kampgrounds, Inc. , Queen Street, Greenport, New York, for a special exception in accordance with the Zoning Ordinance, Article V, Section 100-50 B (5) and Article VI, Section 100-60 B (1) as revised by Local Law No. 4, 1978, Chapter 88, Article II. Location of property: Queen Street, Greenport, New York, bounded on the north by County Road 27; east by Queen Street and Village of Greenport; south by Village of Greenport; west by Village of Greenport, Judith F. Fenno, Arthur Francisco and Mrs. Leo Sledjeski. 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE rDP VEy/ID///�y1�(J r After investigation and inspection the Board finds that the applicant wishes to increase the number of his campsites from 124 to 148. The findings of the Board are that the Planning Board has approved the site plan containing 148 sites dated August 21, 1978, subject to the applicant getting approval from the Town Board for the additional sites and approval of the Board of Appeals for a special exception to operate a tourist camp, including additional sites. Also, the Suffolk County Planning Commission has deemed this a matter for local determination as set forth in their letter of September 12, 1978. The Board finds that the public convenience and welfare and justice will be served and the legally established or permitted use of the neighborhood property and adjoining use districts will not be permanently or substantially injured and the spirit of the Ordinance will be observed. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of the property and in the same 'use district; and the variance will not change the character of the neighborhood and will observe the spirit of the Ordinance. On motion by Mr. Douglass , seconded by Mr. Tuthill, it was RESOLVED, that Eastern Long Island Kampgrounds, Queen Street, Greenport, New York, be GRANTED permission to increase the number of campsites from 124 to 148 . Location of property: Queen Street, Greenport, New York, subject to the following conditions: Each recreational vehicle site and campsite shall be well-defined and permanently marked and shall meet the following requirements: A. Each site shall have a minimum area of two thousand five hundred (21500) square feet. B. Recreational vehicles and tents place upon a site shall have minimum front yard and site yard setbacks of fifteen (15) feet and a minimum rear yard setback of ten (10) feet. C. The area of each site within five (5) feet of the street or roadway shall at all times remain unoccupied and unobstructed. D. Each site shall have a minimum of fifty (50) feet frontage on a street or roadway. E. A recreational vehicle or tent placed upon a site shall not occupy an area in excess of fifteen (15%) percent of the total area of the site. ROADWAYS AND DRIVEWAYS A. All two-way roadways and driveways within the park shall be not less than twenty-four (24) feet in width, and all one-way road- ways and driveways shall be not less than fifteen (15) feet in width and shall be constructed in accordance with the Southold Town Highway specifications as to base surfacing and drainage facilities. B. There shall be at lease one (1) esterior two-way roadway nr Arivrownv ravfanAinrr nrniinA ..-F 4-1. . --1- Eastern Long Island Kampgrounds -2- September 7 , 1978 seasonal basis only, during the period from April 1 to November 30 in each year. B. No recreational vehicle or tent shall be accommodated in a park for more than thirty (3W day an C. No recreational vehicle r -tent shall be permitted t remain in a park during the period rom Jpaoe l �'t`fl' t nor during any other period when su p �._ .istst- inaper ion. Vote of the Board: Ayes: M ssrs: Gillispie, Grigonis, Tuthil and Douglass. UF SOUIyOlo # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 01�l S INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ } FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. Cn.S CR 004 W DATE ?2 INSPECTOR AOf SOUly�lo V sw (_,- V r TOWN OF SOUTHOLD BUI DING DEE 631-765-1802 "1 - 33 INSPECTION- I FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] :CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6:c Del Qxjo/�a 4&�_ r DATE INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1756 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com L L 9: November 27, 2024 0EC 4 2024 Mr. Mike Verity ,ti,t, � Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Iong Island Camp Ground Cottage Footings-690 Queen Street, Greenport Dear Mr. Verity: I inspected the plumbing in the Pavilion, and cottages#4,#5,#6,#7,#8,#9,#11,#12,#18 and#19. The piping was found to be installed as shown on the plans and to have no leakage.The installation was found to be installed as shown on the plans. To the best of my knowledge the plumbing was installed in accordance with building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, -- - -"` P,JE OFNF� E. C�o�N J. C0 io rn Ion- } n r A 0516g4 a� ��F£SSIONP�-��� l 16 is aawttgM Y, #3 . aat� .I .r' l ` I #12 •! #10 i �• �_ sir 13 is _ . #9 nrt�- 1� 1JSt'EL•r/oAJ As o 7�11 /2 '1 Cottage Inspection Status as of Feb 13 Elec Rough Plumbing Insulation Fire/Spr Rain/Swan Final co 0 C-1 v J C-2, J J J J C-3 J J J J C-4 C-5 C-6 J J J J C-7 J J J C-8 J J J C-9 J J J C40 J J ./ J C-11 J J J C-12 J J J C-14 J J J C-15- J J J s C-16 C-17 J J J J C-18 C-19 J J J J PAV J J J .•` i I i 4 AVVAM •1 I '�• 14 , 1 i 7 �i /•• I '•� j a • HNF Resorts - Cottage Permit List Cottage Permit # ✓ C-1 49731N 'O e� ✓ C-2 49734 l/ C-3 49735 D C-4 49736 C-5 49737 C-6 49738 C-7 49739 C-8 49741 0 C-9 49742 v C-10 49743 _ C-11 49744 C-12 49745 ✓ C-13 49746 C-14 49748 ✓ C-15 49749 C-16 49750 C-17 49751 )W"P XC7- C-18 49752 C-19 49753 V/ Pavilion 49754 �o INSO�ci 7/�//2 y P FItb/I IV F L X PA SV e17 p.. 4 hl // ' f F ' f G 3 dye — �� 3 � �7 77 .f� . �G 3 � -7 SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-03-P/05 SCALE 1"=30' DECEMBER 9, 2019 JANUARY 10, 2021 LOCATE NEW CABIN SITES NOTES-. 1.ELEVATIONS ARE REFERENCED TO N.A.V.O.1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:= EXISTING CONTOUR LINES ARE SHOWN THUS:)X---- ' :/, If 11 Allu 'CABIN -A CABIN �n4 p. ,CABIN CABIN -x ----------\---------- <ABIN N ` CABIN' 0 OF 4h— im. 14 ----------- CABIN -CA1311j, CAB x- 20 (typ.) ---------- ----------- CABIN CABIN vp AL if I dF 80'0720- W \ CAPIN,, C ANIN .AA 19L -Ar THIS CA31N HAS ME U) ----------- 01 AL AL AID. O IL AL a, AIL &M 10 N.Ya U, H.50461 lk MO TO m m A w Nathan Taft Corwin Ill Land Surveyor so Oi a— DDZED GEGD s m S—T.=J.=Jr.LS. A. m T"S.`'Ys-SuWu--w.PA..- mmDuBRn PHONE(631)727-2090 F..(631)727-1727 OFFM LOr4TED AT UVM ADDRESS I rM or sw OfWAYSRDb.Rd P.O.S.16 ...R 110F 11 Jamup,t Nm York 11947 J--p.,kN-Y.,klt947 TT . ARE NOT GUARANTEED. Suffolk County Department of Health Services ' Bureau of Public Health Protection Public Beth PERMIT To Operate a Campground This is to certify that HNF Resorts Inc the operator of EASTERN LONG-.ISLAND::KAMPGROUND /•"�'69(0 Qi7�EEN�STREET�''�� • -� '= GR!EENPORT NY:_1104:4 Located>'in,the-VILLAGE of GREENPORT 1 '�SUFFOLK'County is granted perm'tsston.t0 operate�said establishment shment in compliance witliithe provisions 1 '�WSubpart 7z,3,of the State Sanitary Code.andi .i. 1 ,;; i'- > undet-the.following conditions: (1) This permit is granted°subjp6 to,any and all appllcabld State,Local and MunicipallLaws,t , Ordinances,Codes,+Rules andzRegulations. t`' t' ' (`11) (2)This permit is gra4epd subject ro any and all applicaUlerFederal Laws'including US EPA regulations pursuant to the Safe Drinking Water`'Act's Underground Injection Control (3) Capacity 186 sltes�i_ t4 e,f. ' , 1I•F 1,�: CSJ, 1 (4) Required supervis on'a-swimming+pool is LevelrIlU °� �1,; _ •r``'',i 4L, a 0 CT 2 3 2025 Building Department Tcimn of Southold Effective Date January 01,2024 Permit is NON-TRANSFERABLE Gregson H Pigott,MD,MPH Pctnut Issuing Official This permit expires on December 31,2026 and may be revoked or suspended for cause. THIS PERMIT SHOULD BE POSTED CONSPICUOUSLY Facility Code 51-6637 Pen-nit Number 51-6637 Operation ID 365609 18.1725:09/09kk DOH-1320 (2/92) (GEN-129) COUNTY OF SUFFOLK I e'pt App(0 J STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner PERMIT CONDITIONS Project Name: EASTER LONG ISLAND KAMPGROUND Health Services Reference#: C-20-0055 SCTM #: 1000040000300005000 Revision #: 0 The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan)expires three (3)years after the approval date. Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable)for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-081). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling. This includes inspections of the sewage collection and disposal systems,water supply system components and piping, and final grading as shown on the approved plans. This can be done by calling the department at (631)852- 5754, or through the ACA Portal at https://aca.suffolkcountyny.gov/CitizenAccess. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631) 852-5700 between 8:30a.m. and 9:30 a.m., the morning of the inspection.Article Vll of the Code, "Septic Industry Businesses," requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 i } Project Name: EASTER LONG ISLAND KAMPGROUND Health Services Reference#: C-20-0055 SCTM#: 1000040000300005000 Revision#: 0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WWM-019). [1] Satisfactory inspection of the water supply, sewage pump stations, and sewer lines/components by the Office of Wastewater Management. [2] Four (4) prints of an As-Built plan. [3] Design Professionals Certification of Constructed Works (form WWM-073)for pump stations and sewer lines/collection system components. [4] Sewer district approval of sewer line installation. WWM-016 Page 2 of 2 �QO Ike / SANITARY FLOW CALCULATIONS: / ALLOWABLE SEWAGE FLOW TOTAL SITE: G Q F GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER AND SEWERS. Z p / POPULATION DENSITY EQUIVALENT 24 AC.x 600 G.P.D.IAC. =14,400 G.P.D. �U� fit► s EXISTING SEWAGE FLOW: m► EX.SMH 10-A KAMPGROUND BATHS: 10 GPDICAMPER X 4 CAMPERS X 186 CAMPSITES=7,440 GPD COUNTY PARK 7 9 KAMPGROUND SHOWERS: 5 GPD/CAMPER X 4 CAMPERS X 186 CAMPSIES=3,720 GPD VACANT LAND \'� '��` SF RESIDENCE: = 300 GPD TOWN OF SOUTHOLD =11,460 GPD PROPOSED SEWAGE FLOW: PROJECT CABINS(504 SF): 19 CABINS X 150 GPD/CABIN =2,850 GPD KAMPGROUND BATHS: 10 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=6,120 GPD LOCATION KAMPGROUND SHOWERS: 5 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=3,060 GPD SF RESIDENCE: = 300 GPD \" 2.0 ' =12,330 GPD ` THE PROPERTY IS CONNECTED TO THE VILLAGE OF GREENPORT SEWER DISTRICT. KID AS REQUIRED UNDER THE RESORT RESIDENTIAL(RR)ZONE,THE PROPERTY IS ONLY OPEN SEASONALLY AND IS CLOSED DURING THE WINTER MONTHS. VILLAGE OF GREENPORT —a LOCATION MAP N EX.SMH 10-B 1'=600' LO O GENERAL NOTES W SINGLE FAMILY O RESIDENCES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE t— CONNECTED TO PUBLIC WATER STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS r REQUIRED. r Z 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED SINGLE FAMILY NOVEMBER 9,1973 AND TOPOGRAPHIC INFORMATION FROM SCDPW TOPOGRAPHIC MAP RESIDENCE OF FIVE EASTERN TOWNS DATED MARCH 12,1974. SURVEY AND TOPOGRAPHIC CONNECTED TO PUBLIC WATER INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 ELEVATIONS ARE REFERENCED TO THE NVAD 88. �6 2 .9 DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSIE ROADWAYS FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED MAY 21,1976,SITE PLAN BY MARK SCHWARTZ AIA DATED SEPEMBER 8,2006 AND -1 SKETCHES PROVIDED BY THE OWNER. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR Ti0 THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL EX 600 L.F.4'FORCE MAIN SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE c .1 CONFORMED ACCORDINGLY IN THE FIELD. 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR SINGLE FAMILY SANITARY LINES OR STRUCTURES. RESIDENCE SINGLE FAMILY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS CONNECTED TO PUBLIC WATER RESIDENCE BEFORE COMMENCING WORK. CONNECTED TO PUBLIC WATER 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH Q OK TOR SCTM:1000-40-3-6.1 SHALL BE RESPONSIBLE ORDINANCES.Y,STATE AND FEDERAL LAWS,CODES AND ONSIBRESPONSIBLEFOR D SPOS NG OF ALL U SU TAB E MA ERALS OFFSITE. .�� 825 QUEEN STREET DEBRIS SHALL NOT BE BURIED ON-SITE. KAMPGROUND -N� OWNER'S RESIDENCE 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR r EX 1-STORY o (CONNECTED TO EX. TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO d COMMUMITY BLDG. . m MAIN PUMP STATION) WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. d• ' \ W/CONCESSION p�S 1,475 S.F. 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY • �`SPN EX.MAIN SANITARY PUMP STATION N ' NO SANITARY ,/ x ��.\ o (SEE DETAIL SHEETS P-3&P-4) STRENGTH CONCRETE. EX. MH K-7 11 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. O • • CO O 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED . tk OFF-SITE AREAS, Ex W.M ° SEE SHEET 2 FOR AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF EX.$� Ewe PONDS,DRAINAGE INLETS,ETC. THE METHODS AND IN THE MORE INFORMATION INSTALLATION AND MAINTENANCE OF EROSION CONTROL ALS MEASURES ES SHALDL CONFORM sl t ��`SO•SINGLE FAMILY X.SMH K-5 TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. t 2 RESIDENCE 11. ALL BACIfd=1LL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM 1 ,CONNECTED TO DENSITY'AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. VACANT PUBLIC WATER t. Vlht�-LIr I O�r 12. LOT AREA-24 ACRES 18.8 ; 14.0 *� P. UST Be Inspected By Ths . /, � Suf`olk COU]1t ►Dept. Of Health Services. N Call 852-5754, 48 Hours In Advance 13. RESORT RESIDENTIAL(RR)ZONE •� 5� • /•�/ EX.WASTE TOftie (fZlte I VACANT LAND 1 -J21}O / . LINE(TYR.) 1. R 'W(S). 14. THE SITE;IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC N � •/ /� T 1 AND SUFFOLK COUNTY WATER AUTHORITY. • /•j ,� / EX.SMH K4 s \\ ` Vi&mnr Line(s) RUST Be Inspected By The /. , Ex ELECTRIC— EX County Dept. Of Hes,th Services. 20.0 / / EX.SMH K-3 • / R ` \ Call 852-5754, 48 Hours In Advance / PSQNP�'(R0� EX.W.M. • �•8 S� ,_ � / To Schedule Inepcc ion(c). I EX.ELECTRIC / • / R /� -. � Faf'SM KH 2 M 0C.B"SE`NE W � c�v J • � I / / •/ i /rye eNGIPdEER'S CERTIFICATION REQUIRCD. / SEE SHEET 2 FOR SUBMIT PE. ©r, R.A. CERTIFICATION N % "' c„ • PROPOSED WATER / I EX SMHK-1 W E Ry MAIN MORE INFORMATION W > FOR I MS,TALLATION AND CON .riTRUCTION o •/'/j 2 FORCEMp1 ATHS/SH CD OF,/ jNP�j ROPO \ HPL�ROPO I 1 S.F. / i o° FOR FINAI.APPFOYA�.• T ys�u. I PSP _ _ \ EX.PUMP STATION J . /• _ _ — — �.. • j PROPOSED ELECTRIC - o Q -a _i '� • /' I i f i =• i �- / I f SERVICE T i Cc,, A. EX SMH K-2-1 EX.1STORY EX PUMP STATION K-4-1 PROPOSED SANITARY a ry� ' I� co i BATH ERS Ii a c +8.0 68 FORCE MAIN(TYP.) PSPHA��ROPO EX WASTE RO o b1p R + c .> \ LINE(TYP.) i • ! • ' 4. A� • 1 VACANT LAND ii #1s • I N c�u cd �! EL �`' '' 2,921 78 a REGRADED 24'WIDE c 84 . y • I EARTH ROAD J- p Q m c� J I 1' , co \ .-� /.:� .E ; I I • CV) SP LT 16 PROPOSED 1-STORY U 2/ �• 1 1a . 1 ° w b 7i^7 p 4/2/2021 SCDHS COMMENTS HA a� D � � � � a, o `. • 600 SF PAVILLION q 1 ; - • �. 3/1512021 CABIN REVISIONS '�_"-- #14 �,`.\ I I WITH DECK °� n 10121/2020 SCDHS COMMENTS 9/28/2020 TOWN COMMENTS 'i PROPOSED DOUBLE CHECK V C 1 (� 7/22/2020 REV.BLDGS Z EX.W.M. �� < \ i ,., •-- • -• VALVE(DCV)(fYP.) o U � � ao� S P.pUST BeInspect?d By Thy #1z ��I PROPOSED 191 STORY ; w a, t '3r�Q( ) _� c 504 SF CABINS -[ 6/2212020 SCDHS COMMENTS Suf'olk County Dept. Of Hem Servlt'zs. i. #,o o z c� a GBI�$52-575^4,48 Hours In Advance � / ,� #5 ' d .� 6/8/2020 SCDHS COMMENTS #s � a q 8 v °' t > 5/26/2020 SCDHS COMMENTS `- PROPOSED FIRE LINE �; a b M To Schedule Inspeotion(E). f RYP.) M c, REVISIONS EX TENT SITE TOEE IOT SETBACK WETTLAND LINE \ i' #s ,• REMOVED 7 C.� �Q' , O 15 / �a N$0°07'20 nw \. VILLAGE OF GREENPORT }O 101171, `_�:' ! : #" '' II VACANTLANC HEALTH DEPARTMENT APPROVAL STAMP ' ` Cl- 0 19 2 �\� PROPOSED SEWER �4 REGRADED 24'WIDE SS1 Aip�F � \; E EARTH ROAD FRESHWATER WETLAND LINE MAIN(TYP.) 10.9 S.C.T.M.: DIST. 1000 SEC.40 BLK. 03 LOT. 05 VILLAGE OF GREENPORT VACANTLAND ,: \ Condon Engineering, P.C. EASTERN LONG ISLAND Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:1°=100'-0" New York State Education Law,Article 145,Section 7209,for any KAMPGROUND person unless acting under the direction of a licensed Professional 1755 Si sbee Road Engineer,Architect,or Land Surveyor,to after any item in any way.If an Drawn by:JJC g 690 QUEEN STREET o item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck New York 11952 GREENPORT NY 11944 altered,the altering Engineer,Architect,or Land Surveyor shall affix to ' , the item his/her seal and the notation"Altered by'followed by his/her Date: 1/29/2020 (631) 298-1986 (631)298-2651 fax signature and the date of such afterations,and a specific description of www.condonengineeflng.com OVERALL SANITARY PLAN 1 the afteration. i 44 TOP WATER EL 10.3 BOT.SEWER EL 11.8 \ W \ cp. SEE WATER/SEWER N •N / \ CROSSING DETAIL ON �4t- / \ SHEET P-4 \ w y �\ EX SMH K 4 ,,,i\�t7"' 0 iW-. . CAMP SITES W �. CAMP SITES 1 �,0�r. / w CD W / EX SMH K 3 \\\ EX g SEWER Itp \\ / �a.� �� \\ / ✓ U.G.ELECTRI (TYP.) � �+y �?`1' cc) 1 \ EX.SMH K-2 / W � EX. CAMP SITE" '1 EX.2 FORCE.MAIN psPw1�` "/ \ o _ BOT.ELE / / V" ^ 3 WER EL.10.9 a, V, EX.SMH K-1 EX. RESTROOMS / PROP.PUMP y O O \. EX.U.G.ELECTRIC(M.) � / / CONTROL PANEL EX.WASTE LINE(TYP.) �� EX.WATER LINE(rYP.) PROP.VALVE �� Vi \ CHAMBER NN O EX. wAAN R' ' PROP.ELEC.TO BE PLACED IN CONDUIT W RESTROOMS / _ SEE PUMP STATION w ' // DETAIL)(SHEET P•4 PUMP STATION K4.10+00 _ STA 0+00 / / ( ( PROPOSED ELECTRIC / w �/ ' " �' �� RIM 15A /' I I--;VICE(TYP.) _ ). \\ / SCTM:1000-40-3-6.1 EX. CAMP SITES '- I/ W �/ INV S IN 10.7(1 114' PROP94D / � 1 \\ EX. MP STATION 825 QUEEN STREET W INV N OUT 10.7(2") / SECURITY FENCE \ RIM I5.0 ,1 -' /' EX. CAM P SITES TOP WET WELL 13.9 / / I / \ s z INV W IN 10 f(8'� EX.PUMP / INV IN�0- 7(4") CONTROL PANE PROPOSED 2"FIRE BOT.WET WELL 5� / �s ( II \ / \I I / \ INV S OUT/ 0(4") JUNCTION BOX �\ \ SPRINKLER LINE(TYP.) T aoAD BOT.WET WELL EL.7.1 PROPOSED 4"0 HOUSE CONN. �• _ I s.p N I x 13-1 to E0 X 6-DEEP (114"PER FOOT SLOPE MIN.) I HOLE DCV IN I 9 Mirt r� I DCV IN STA 4O91.64 \\13 m / EX 4"FORCE MAIN T. PROPOSED SMH K-4-3-2 m , _ / 1 SAFE- COVER �� I SAFE-T COVER ♦/� � (sil I � - RIM 13.5 INV OUT 10.0 � PROPOSED 2"0 ATER MAN / PROP D VV7(TE'RMAiIV-'� o: y� r � / \ pSPHpL1 ROpD ]�•$1 w 7� S + 3 EX.PORTABLE PUMP \ % TOP EWER EL .374 5 1 �: PROPOSED x .� BOY.ELEC.EL. .4 R'I TRANSFORMER /3.2 1 EX SMH K-5 WASTE LINE(TYP.) / #18 / IE �- \ I `I / CONNECTION WITH / RAPID CONNECTION \ \ / i7. x ,y. \ s.I #1 - 1 = CAPABILITIES �/.• °F.F.17.5 // s ,-F _�1 �'' C „s \\ o (sMiN.) F.F.15.5 irl14,4 PROPOSED ELECTRIC EX.VALVE CHAMBER EX. CAMP SITES \ PROPOSED SMH -4-7 f ._..._/•-•--•• � x-� i i. o SERVICE(rYP.) N � �' I ' / / F.F. .0 CK 51Hirri. DECK \ `5 o 2 DE / EX.MAIN SANITARY PUMP STATION NO SEWER -\'''r STA7 99.20 m / I 1 \ W �- / 1 tz co10 I DECK .. \ P EX.WOOD STOCKADE SECURITY FENCE CONNECTIONS) � _ / / SEE DETAIL SHEETS R•3&P•4 RIM 15.4 1s.a I : x ... :. t� _� INV UT 11.1 / / I / I a M0r °M .I F.F. 53 / w I / / \W /' / / / _ _ _ " : \ PROPOSED 1"0 WATER / 1 #19 I *0 1 M _- O FIREM - \ / � I I / SERVICE(TYP.) / `(( j F.F.15.0 #2 l I I PROP.PUMP STATION K;42 cio. DE K sMN. \ RSTA IM 376 \ ! 1Zs \\ N� I / / 7ROPOSED4"0 HOUSE CO�N. MAIN PUMP STATION x / I (14"PER FOOT SLOPE MIN. PROP SED 1 ) * I \INV S IN 6.3(8") \ 1EX. CAMP SITES j +d]�Q izs / SECURITY F NCE //./ INV N OUT 7.3(1 114") DE \ / \ \ `e / / I BOLLARD VYP.) ' / I BOT.WET WELL EL 3.8 `tom;;, ..; IZIP- z \ \ PROPOSED 2"FIRE `fie " � / :: Z \ \ SPRINKLER LINE(TYP, yar F.F.16.5 r _ /' MP / Q DECK '� / � \g PROP.ELEC.TO BE _ \\ F. 15.q_ � I > PLACED IN CDNDUrr7 Ca \\\ \ E14N1_`EXTREME SERIES D152 1Mx '� �F F.F.16.0 M 0 \ \ \\ zo, J TOR UNIT(TO BE INSTALLEDIN \ 13 \\ x x INV t EX. CAMP SITES `\ ACCORDANCE►fffH THE _ ,,,m \ 1" PROPOSED SMH K-4-6 ) ' r PROP.2"VENT THROUGH ROOF PROPOSED 5MH K-4-3-1 : i a 1.4 x'/. NUFACTURES S rCIFICATIONS .�t�,� �o n \ 1 \ y /A� / 1fi 14 :\ + Z \ STA 3+68.32 i i m \ STA 6+78.84 O QQ \ RIM 15.2 �' -_ O i yZ1x ?- RIM 14A -v \ M Q i0O co'15.0 DCV IN 108 L.F.8'0 SDR 35 0.46 a \I4.0 w \` M -�- M INV IN 9.7(8") M i 3... INV IN N 8.7(8" w INV OUT 8" 1 =a::..._ ( " I o �W 1y <<`: r: . i o I v) C14 __-_-___- Q O . SAFE-T-COVER \ ���. �,� CROP PUMP \ INV OUT W 8. -40 M -- M --�_ ( ) / �4 i d !� \ 4 8 N . I o 1 I1.9 `{ \\ M / .� yp".: APROPOS SMH K-4-3 NTR� PANEL \ x .... I W \ $9x STA 2+56.64 / \ B8 \ w a I F" i _ s'p to. I I Z t tic. RIM 12.8 i' �u'S \ :'� .:a ,.. PROPOSED SM INV IN E 7.9(8") ' \ �O \ \.o STA-3+33.7 04 4 INV S IN 63(8") -RIM 11.3 I I I DCV IN I=+ oT INV IN SE 7.4(8 x r�.a #12x SAFE-T-COVER Q� F.F.14.0 \\ \ INV SW IN 7.3(8") l I LL ---- i fA SPIGOT AND\ INV N OUT 7.1(8") I i M.2 7 s WATER LINE TO BE 13 1 x`+� �� #1 s''a \ 6�',ABANDONED x z �.r1q "T F.F.13.5 9 I 8 \ # I w Lq 04 �#17 8 <_ OAP s i� ��OSn \\ X. F.F.15.0 I a w ' 1. 6O .. X .Ax .. c` .v p ��++ x 3 1� F.14.0 .per �¢i m #V ' i 1 �0,:° DECK \! \ PROPOSED - x \..` :.: :. T. F.F.13.5 w I 1 ; Q :g e Inspe �.� Try \ HOUSE CONN. Ev N�l / til 1 13 ��l�A1 JSI F� _yfh Sett \ - EX SPIGOT AND :`. :- `.. . / I Z9 I F�) �t UMI-3 J +�D-�p .Qf gam", CP+ \\ � WATER LINE TO BE-----�1's o' \...:..::. :,, -..-I I moo/ I x._ . .: N PROPOSED SMH K-4-4-1 S „Otto County 48 Hours rn Pavan -\ e� ABANDONED .::! v.: r --�'' I . ,.r STA 4+52.39 2-5754, 'on(�f \ \ 'ti \` '° = I , I RIM 17-6 HEALTH DEPARTMENT APPROVAL STAMP err s5 in �rfi PROPOSED SMH 5 ' . 1 I x INV OUT 8.6 ®dole \ V. x. TO STA 4+75.18 1 0 / x e_` \\ \ ; RIM 1os \. ._.. #8 ,. / 4/2/2021 SCDHS COMMENTS \ ; INV IN 8.1(8") 1 �::..;<.::. \ \ \ .1os I .-. F.F. `1 �: / 3/1512021 CABIN REVISIONS \ \ _ JNVOUT 7.9(8") \.:: :::.,.. x r Y J x / \ \ +10.9 \ I �. l / �ZP 1 W#/ 13.0 / -I // \ \ o\ DFC \ 96 \:= c F.F. 4.5 1012112020 SCDHS COMMENTS K o 3 / f 1 / 9/28/2020 TOWN COMMENTS \\ \\ #15 \ / I PROPOSE-Lux co D ELCfRIC j I / 7129/2020 SCDHS COMMENTS 7/22/2020 REV.BLDGS \ _� I l: +� SERVICE(TYP/) 1 \ \\ \\ 9 \\ F.F.F2.0 \ Q 6/22/2020 SCDHS COMMENTS ` I rr PROPOSED N. 6/8/2020 SCDHS COMMENTS � �\ \ \ F.F.12.5 op ,-1 3' � - - 1 { ` HOUSE CONN. N8000 71 TV •`� \\ \\\ PROPOSS "FIRE i '. ` i 1 I I (114"PER FOOT 5/26/2020 SCDHS COMMENTS 20F. x�•¢ ■ x 12.5 SLOPE MIN. 10 SPRINKLER LINE P REVISIONS 1 � \\ -�-- #11 ` 1 3W x 'I � � ) . / \ \\ \ \ ______ - .._• _ tN y\I F.F.125 / o\ \ PROP ES D ROADWAY..: ... \\\N 07 \\ \�,DCVIN \ 8p. 120 W _ E-T CO�/ER � � W 2"( F/ a \\ \ F.F.14.5 PROPOSED 2"FIRE - RE SPRINKLER LINE(ryP.) tL Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education x \ \ xs,_ \ Pclscaw�a \ i �P \ Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed I ;; FLAG __ \ \ \ �R1{Zg1N��- Professional Engineer,Architect or Land Surveyor,to alter any item in any way.If an item bearing W$ \ \ \ \ - _ g�� \ - the seal of an Engineer,Architect,or Land Surveyor is ahered,the altering Engineer,Architect,or i " - \ \ PROVIDE 1'MIN.COVER \ 1 'I � W I OQO \ No Land Surveyor shall affnr to the item his/her seal and the notation'Altered by'followed by his/her \ ON"R PIPE(TYP.) \ \ I - _• QQ' \ signature and the date of such alterations,and a specific description of the alteration. \ \ \ LINK ffNCf l � FRESHWATER \ x \ \ \ \ \ / \ <;� WETLAND LINE A S.C.T.M.: DIST. 1000 SEC.40 BLK103 LOT. 05Aft =� \\ kp, vlx,,\E F/oR��NPo� \\\ \\\ \\\\ 11011.71' Scale:1' ■ ■ EASTERN LONG ISLAND __--__-_-_, Condon Engineering, P.C. KAMPGR ND \ ou \ \ -- . 1755 Sigsbee Road 690 QUEEN STREET OF Drawn by:JJC Mattituck, New York 11952 GREENPORT, NY 11944 Date: 1/29/2020 (631) 298-1986 (631) 298-2651 fax� \ • \\\ \\\ \\\ \\\ \\\\\- - - -- www.condonengineering.com _ _ SANITARY PLAN z SENTRY t�t�`� Hsu , In o LU z ,.f/ENTR�Y PROTE(CY PLUS a� cmx ®Uff�EEX Y in 2 GU, DIMENSION FROM o `-*N z-'w rx-W BACK PANEL TO 20 �' J-' o a m x a EXTERNAL VISUAL & AUDIBLE ALARM FRONT OF OPEN 3 DOOR = 18.02' a o �' w n z�� m Cn LU m x REMOTE SENTRY DRY CONTACTS FCR ° ® __o z ,,, m x OPTIONAL POWER LOSS HIGH LEVEL °o .�:` a < Z. Z a _ o a w o °" " U3 ALARM (POWER LOSS ALARM FOR WIRELESS) ° "" '�y R m a a" ,�;? o N Ln °�° MANUAL ALARM SILENCE 0® ao W Z"' > z - + W Z o 0 + " c N Ui MANUAL RUN a�»~ ac4 �zvszy o + VEO u, a, 15.85' ® ausa ?-- y _ ���>> a '�.- o STATUS LED'S: NORMAL, PUMP RUNNING, HIGH LEVEL °o a (" a "' > - ----- Y o - oo m a us a S TROUBLE INDICATIONS: RUN DRY, OVERPRESSURE, BROWNOUT, a "" --------- W -' ---- 1 ----------------- _ r Lu W VOLTAGE, EXTENDED RUN TIME °°o ------ c ao a z o ---- ----- ------- ------------------ ------------ CONTACTS o -`---------------- ------ - --- W .; W a >> 4- DRY CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES) STA 1+48.63 ---- - a +.Z z Z a a Z /'"'' N PADLOCK ELEC. ` - a N M z z z a M''' DEAD FRONT - - co it PREDICTIVE ALARMS _ _ _ _ --- �" ft REAL TIME PUMP PERFORMANCE o _ _ _ Q > ADJUSTABLE ALARM DELAY ENCLOSURE a - x °° _ 116 L.F.B"41 D 18 @ 1.21/o ADJUSTABLE RUN TIME DELAY CORROSION PROOF THERMOPLASTIC 1 (n o > N> #> HOUR/CYCLE COUNTER POLYESTER APPROVED BY UL FOR 13.56 = - 0.700 NEMA 4X ENCLOSURE ASSEMBLY ELECTRICAL CONTROL ENCLOSURE o., 2 0 L.F.8"0 DR 18 @ a 227 L.F.2'>3 D J R-18 F RCE MAIN a?z I 137 L.F.8" DR-18 @ 0.44% s TOP BOARD (PUMP 1/MASTER) BOTTOM BOARD (PUMP 2/SLAVE) n - 73 L.F.8"0 SDR 35 0.55% a STA 6+35.28 "> z `r c` ELEC.SERV. O O O O semis x J 00 + F ,7i PUMP 1 PUMP 2 p p O O 5 26 L.F.8.0 SDR 35 @ 0.77% a CA 't z CD x ti st ' ® i J6 ' ® i J6 PROVIDE 14 CF OF # CONCRETE BALLAST WP-2 WP-2 WP-1 WP-1 O O O O 04 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 I4 Pot s,�® � mnmmmmmmmmmmmm mmmmmm PROFILE EX. PUMP STAT I 0 N K-4-1 TO SMH K-4-7 N SCALER"=49 HORIZONTAL Y o� 4 II11912 N L1 00 h Y p„p, wr2 1"=4'-0'VERTICAL tp v Cn t[7 M U) U3 cis U) %q +uI LU GCn Aa'o� Cm o 0 >> 15 15 ausa?? aura _ m OD me N Pl N t0 f- -------- - ---- ------ ------ ---------- wZ O ----------- u) C, W- -1 Q > ----------- - ---M- U L1 Cn - In - a + a Co a Z Z Z -- Q x Cn PUMP 2 PUMP 1 __ --"--- + _co� N NEUTRAL I I I I I I I ( I I I I Cn co W GND EXISTING GRADE N z POWER oZJJ OZ - SOURCE §� ? a irJ F494 10 1U 19L.F.8"0DR18@1 ° J a O. 1.05% 108 L.F.8"0 SD 35 @ 0.46% + a a SGS 04/02/12 PJD - N/A a a a <� �� BUZZER << SILENCE DR BY DATE CHK'D ISSUE SCALE I 1 4 L.F.8"0 DR 18 @ + U I PIN FUNCTION 2000S EXTREME LEGEND ® ® ® co N Z co 1 MANUAL RUN RED BROWN �iOM 5 =_> 5 2 L1 BLACK RED SUPPLY CAME -R 8' VE 3+00 3+50 4+00 4+50 '00 2+00 2+50 3+00 3+50 4+00 4+50 3 N WHITE BLACK FACTORY =W� SENTRY PROTECT PLUS PANEL, DUPLEX PROFILE SMH K-4-4 TO SMH K4-4-1 � PROFILE SMH K-4-3 TO SMH K-4-3-2 4 GND GREEN GRN/YEL 120V 60Hz 5 ALARM FEED ORANGE YELLOW CONTROL CABLE SCALE:1'=49HORIZONTAL 6 ALARM RETURN BLUE BLUE TYPE TG DIRECT BURIAL, N A 0 3 4 4 P 0 4 SCALE:':_4-0 VERTIICALL 1'=4'-0'VERTICAL SIX CONDUCTOR �r ®��(' ®� ❑ ®(Ln¶ �j (HARD WIRED EIONE SPD PUMP PERFORMANCE CURVE Performance Curve ll ((ff(lJJ t) /L t� 3,5 8 7.5HP,3450RPM,60Hz �- � 7,- ■�Pwn,-Is w, xranepumps.com o LEVEL CONTROLS) GR r.DER POP, tNP, 1725 RPM `/ � +� �n� Submersible GrinderXP FIELD JOINT REQUIRED ®O¶5 2 (WIRELESS 700 AramYandEmployae owned Company ((JJ�� If 23° FOR MODELS LEVEL CONTROLS) 95 :, 220 . i • METERS HEAD Yda DH152-129 / DR152-129 90 z10 60 zoo N -- - - - -- _ STANDARD IMPELLER SIZES \ O DH152-160 / DR152-160 Bs � zoo XLSG200-Series (Single Stage) � -- _' -_ _ Pump rapel�ED�a. r(*�j GASKETED LID, HDPE -r-- 80 LOW PRESSURE SYSTEM DESIGN PRESSURE 190 XLSGX200-Series (2-Stage) -.- -�=- ': - - 3.0 5.00(127) 180 yp ._.. - .-_+, - -- _ 5.0 625(159) ~u Iwo 75 160 46(164) - - -- ---' - 5.0 6.00(152) _ - _.�..- -_y - ACCESS WAY VENT ,Pta„ 2HP Submersible Grinder Pump for 5.5 6.46(152) E°P n,Er16.1E�T no - - , zs0%) , . 70 -eE 80TP 160 Hazardous Locations oo,51, DUAL WALL, CORRUGATED 65 ,50 Class 1, Division 1, Groups C & D, T4 ao 575(146) - I= .- STRAIN RELIEF CORD HDPE ACCESSWAY -. U CONNECTOR Bo 140 Class 1, Zone 1, Groups IIA & IIB, T4 120 50'a0j - '-' `` 55 130 - urvuPEarmurE POWER/ALARM CABLE � W 30- 6 CONDUCTOR W/GND ( m 50 1zo z� 6a ,6a zaa I - INTERNAL WELL VENT i i a 45 110 w ,aa:-_ r= __- , 80 2.0' DIA. z g 1o0< ,eo -- -: _ - - 4 4.25noe) C4 E/ONE EQUALIZER 0 40 3 ,ro = -- -=_ - - zo I a.,2 n0s) w < F5 9p tl .- _ o i 35 80 40 ELECTRICAL QUICK DISCONNECT U ` 30 tv 7O - NEMA 6P (EQD) 1 25 60 --- DISCHARGE 1 1/4' FPT 20 50 ��- - _ - -- - - _.- - T . INLET, GROMMET (304 S.S.) 15 40 s „" T /''� - -- r V84537b ( 1� TO ACCEPT 4.50' O.D. 30 -_- 'as PER MINUTE TO 40 60 so 100 120 ;L PVC PIPE (STANDARD). 10 - s W _=- == -�- - - het 6Pr QUICK, DISCONNECT ASSY. zoo --- --- -- ____ - - LITERS 2 3T �-- DUST COVER SUPPLIED O p 5 -t Q PERsecono a s 6 7 W FOR SHIPMENT (NOT (304 S.S.) ° _ �.T__-.p �Ls PeAom dwMh"ter,apedflc gmAty,.00 Sr F0(20*0.ot.,gyby,,,.y Va,1,,,a,,� L. 1 SUITABLE FOR BURIAL) ° _- - -_-_ S.S. CAST BALL VALVE 5 10 - - -10 I _2p Ao -- _- - _ 1 1/4' DISCHARGE LINE -15 ' -30 - = _ -- lo - (304 S.S.) -20 -40 3 -25 L -50 I`N I I I I 1 I 1s6ia, -60 a ,o~ m m TJb-�_6a- eo 3EC71ON CRANE PUMPS 8 SYSTEMS 1087nnnn CHECK VALVE ' I 16 le GAu»aPoe rn lE PAGE 8 O 2 4 6 8 10 12 14 GATE 1Ha ,^ (NORYL) DISCHARGE (0),GPM «+SMon�ryav+�oc�,c a,v Aa jlp.+..ed sP.�g,,,,,..,ry.,pa AGan Co Cm�pa"y USA(937)778�9a7 • Canada:(905)4573223 • Intema6onaL(937)615-3596 Vl hll°Aype Tree Aeerx.at,PmN 16 . PM1a•e 600.5e3E30 . fms5-d94-1939 • E ' 1a5GZl°_P,RY1R°I9 tdmy9ta..°ne,,,m,,, . IP.anwwlYnyq.,4y,y,. ISCH ESD 08-0022 REV. 2, 6/08 ALARM ANTI-SIPHON VALVE HEALTH DEPARTMENT APPROVAL STAMP 8100m (NORYL) NEW PUMP STATION K-4-2 EX. PUMP STATION K-4-1 EX. MAIN PUMP STATION 28.5in ON 724mm FORCE MAIN CALCULATIONS: FORCE MAIN CALCULATIONS: FORCE MAIN CALCULATIONS: 4/212021 SCDHS COMMENTS 106gal OFF 3/15/2021 CABIN REVISIONS 401 L AVERAGE DAILY DEMAND: 1.98 GPM AVERAGE DAILY DEMAND: 3.51 GPM AVERAGE DAILY DEMAND: 8.56 GPM 20.Sin 16.Sin 28 2020 TOWN COMMENTS 521mm 420mm PEAK DAILY DEMAND: 8.58 GPM PEAK DAILY DEMAND: 15.03 GPM PEAK DAILY DEMAND: 35.77 GPM 7/29/2020 SCDHS COMMENTS POLYETHYLENE TANK 74 gal 58 gal 1/2' NOMINAL WALL THICKNESS PIPE MATERIAL: DR-18 PVC FRICTION LOSS(C):130 PIPE MATERIAL: PVC FRICTION LOSS(C):130 PIPE MATERIAL: DUCTILE IRON FRICTION LOSS(C):100 7/22/2020 SCDHS COMMENTS 280 L 220 L 150 GALLON CAPACITY PIPE LENGTH: 227 L.F.(265'INCL,BENDS WORST CASE TO WASTE PIPE OUTLET) PIPE LENGTH: 199 L.F.(235'INCL.BENDS WORST CASE TO WASTE PIPE OUTLET) PIPE LENGTH: 600 L.F.(669 INCL.BENDS WORST CASE TO WASTE PIPE OUTLET) 6/22/2020 SCDHS COMMENTS LOSS PER 100'@ 1 114': 5.9 LOSS PER 100'@ Y: 6.16' LOSS PER 100'@ 4": 1.43' 6/8/2020 SCDHS COMMENTS ELEVATION CHANGE: 5.6 ELEVATION CHANGE: 3.T ELEVATION CHANGE: 7.0' 5/26/2020 SCDHS COMMENTS TOTAL PIPE LOSS: 5.9 X 265 L.F/10V=13.3'+5.5'=18.8' TOTAL PIPE LOSS: 6.16'X 235 L.FI109--14.6+3.T=18.7 TOTAL PIPE LOSS: 1.43'X 660 L.F/l00'=9.4'+7.0'=16.44' REVISIONS UPC NSF CH DIAMETER OF PIPE: 1.25 IN DIAMETER OF PIPE: 4 IN DIAMETER OF PIPE: 4 IN • ® GPM: 13.0 GPM @ 18.8'HEAD LOSS(SEE CHART BELOW) GPM: 50 GPM @ 18.7 HEAD LOSS(SEE CHART BELOW) GPM: 108 GPM @ 16.44'HEAD LOSS(SEE CHART BELOW) �� t VELOCITY: V=0.4085 X FLOW/PIPE DIAMETER'(2 FT.PER SEC.MINIMUM) VELOCITY: V=0.4085 X FLOW I PIPE DIAMETER'(2 FT.PER SEC.MINIMUM) VELOCITY: V=0.4085 X FLOW/PIPE DIAMETER'(2 FT.PER SEC.MINIMUM) ��Q p S C. D ��_ SEMI-POSITIVE DISPLACEMENT TYPE PUMP KC PD 09/30/19 F , EACH DIRECTLY DRIVEN BY A 1 HP MOTOR V=0.4085 X 13.0 GPM 11.25 IN'=3.4 FT/SEC>2 FT/SEC. V=0.4085 X 50 GPM 12 IN'= 5.1 FT/SEC>2 FT/SEC. V=0.4085 X 108 GPM 14 IN'= 2.8 FT/SEC>2 FT/SEC. � DR BY CHK'D DATE ISSUE SCALE USE A 1 1/4'PVC DR-18 FORCE MAIN USE EX.2'PVC FORCE MAIN USE EX.4'DUCTILE IRON FORCE MAIN Plans are prepared by Condon Engineering,P.C. It is a violation of the New York * S L State Education Law,Article 145,Section 7209,for any person unless acting r- � under the direction of a licensed Professional Engineer,Architect,or Land n (;% I _ i� 4f ® Q . EX. MAIN PUMP STAT I 0 N Surveyor,to after any item in any way.If an item bearing the seal of an Engineer, Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land CONCRETE BALLAST MAY BE REQUIRED Surveyor shall affix to the item his/her seal and the notation"Altered by'followed O �. SEE INSTALLATION INSTRUCTIONS �E�EIII SYSTEMS PUMP STATION K-4-2 PUMP STATION K-4-1 VENTILATION by his/her signature and the date of such alterations,and a spedlicd description p�4FESS1d�P� FOR DETAILS MODEL DH152 / DR152 BUOYANCY CALCULATIONS: VENTILATION CALCULATIONS: CALCULATIONS: of the alteration. , DETAIL SHEET S.C.T.M.: DIST. 1000 SEC.40 BLK. 03 LOT.05 NOTE: DIMENSIONS ARE FOR REF ONLY HIGHEST EXPECTED GROUNDWATER ELEV. =6.4 PUMP STATION VOLUME: PUMP STATION VOLUME: EASTERN LONG ISLAND NA0052P02BOTTOM OF IIA UNIT ELEV. =3.8 8'0X8'DEEP=81X1r/4=401.9CF 6'OX6'DEEP=6=XTr/4=169.6CF Condon Engineering, P.C. TOTAL BUOYANT FORCE: ACH REQ.=12 FOR CONTINUOUS FLOW ACH REQ.=12 FOR CONTINUOUS FLOW Scale:1"=40'-0" KAM P G RO U N D 3 PUMP STATION K-4-2 DETAIL 8.21SFX(6.4-3.8)X62.4PCF=-1,332#X1.5=1,998# CFM REQ.=ACH X V 160 CFM REQ.=ACH X V 160 1755 Sigsbee Road 690 QUEEN STREET O N.T.S. RESIST FORCE BALLAST REQUIRED: Drawn by:JJC 1,998#/150 PCF=13.3 CF REQUIRED CFM: REQUIRED CFM: MattltUCk, New York 11952 GREENPORT, NY 11944 CFM=12 X 401.9 CF 160=80.4 CFM CFM=12 X 169.69 CF 160=33.9 CFM (631)298-1986 (631)298-2651 fax PROVIDE 14 CF OF BALLAST. Date: 1/29/2020 SANITARY PLAN PROVIDE AN EXPLOSION PROOF INLINE FAN WITH CONTINUOUS 81 CFM MIN. PROVIDE AN EXPLOSION PROOF INLINE FAN WITH CONTINUOUS WWW.COndOnenglneering.COrn 34 CFM MIN. PUMP STATION SOILS WITHIN 12'OF PAVEMENT 4"J"VENT OUTLET SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY GROUND SURFACE OR PROPOSED VALVE CHAMBER PAVEMENT SUBGRADE(WHERE APPLICABLE) 2'D.I.CHECK VALVE PUMP PLATFORM 4"'J"VENT OUTLET 2'D.I.PLUG VALVE EXPLOSION PROOF LIGHT 2'90°D.I.ELBOW \\\i.,•.,-..•.•-.,•.,•. /\ EX. PUMP STATION EX. VALVE CHAMBER /?\ SOILS IN EXCESS OF 9'BELOW PAVEMENT SUB-'• � \ GRADE COMPACTED TO 90% :'::'•'::'•'///\ 4- PVC SDR-35 INFLUENT LINE // 2'D.I.TEE FROM 825 QUEEN STREET PUMP PLATFORM \ ' 4'D.I.CHECK VALVE w /\/\//•'••:•'••:•'-••-'••:••••:•-•:'••••:•'••'•'--'•'••:••••:•'••:•'•:'-'•-:•'•:••"••: / i O O 4""J'VENT OUTLET m j\� \ UNDISTURBED 4"D.I.PLUG VALVE a ': ;•:;•::: 2'PVC DR-18 INFLUENT LINE iU I 2"D.I.LINE EXPLOSION PROOF LIGHT /\\ /\\::'::;:'::'•: :.*-.-FINAL BACKFILL EARTH /. . 4"90°D.I.ELBOW � � �i-•'::'�•:•;�•:•;�':•:••-'12' \ •TOBE PLACED IN LIFTS ;••:•;••:•;•:•;'• (2)LIBERTY PUMPS MODEL XLSG202M 2 HP \\ �� .:.:'.:::' '. PVC SDR-18 PIPE BY ADS 4' SUBMERSIBLE WASTEWATER GRINDER PUMPS I I D.I.TEE OR APPROVED EQUAL) \ \ / SINGLE PHASE OR AN APPROVED EQUAL. PROPOSED 48'0 ACCESS MANHOLE j O O 8'PVC SDR-35 INFLUENT LINE I I 4-D.I.LINE INITIAL BACKFILL SUFFOLK COUNTY TYPE'F" 4""J'VENT INLET I I �\ 6"12' FINISHED CAPPED OR PLUGGED ADJUSTABLE CASTING TO GRADE 2"SDR-18 PVC I O /j/ ABOVE TOP OF PIPE. GRADE 2'D.I.DISCHARGE LINE w \ \X�l DISCHARGE LINE (2)BARNES SERIES XSGV3022L 3HP SUBMERSIBLE I a WASTEWATER GRINDER PUMPS SINGLE PHASE I I aUJ� \ SPRINGLINE L_________J EX 48'0 ACCESS MANHOLE o'" ADJUST TO GRADE WITH N.J.SHALE OR AN APPROVED EQUAL co a 4"J'VENT INLET o /\ s ,; >ti':: -> -:• RED BRICK&MORTAR(MIN.OF TWO BACKFILL PLACED ALTERNATELY IN r. r•.. rz 0000000 808080800 /\ 6'LIFTS ON BOTH SIDES OF :.,e.,_: "COURSES&MAX.OF 15SERVICE POLE o 0 0 00 0 0 o PIPE TO SPRINGLINE ELEVATION r::.`•,SERVICE POLE 4'D.I.DISCHARGE LINE o 0 0 0 0 0 0 0 __x... . ;:.,_. 6 LAYER OF STONE m 000 000000000000 /VISUAL ALARM EX ACCESS DOORLOCKING M.H.FRAME&COVER,BY CAMBELL VISUAL ALARM o0 0000000o0o0000 / BY BILCO EQUAL PRE-SHAPED FOUNDATION OR FLAT // /4"J'VENT INLET PATTERN N0.1460A OR AN APPROVED EQUAL 4"'J'VENT INLET / MAINTAIN MIN.6'SEPARATION 'A'SERIES DUPLEX ELECTRICAL WITH INSECT 'A'SERIES DUPLEX ELECTRICAL WITH INSECT RIM EL. FOUNDATION WITH BACKFILL TAMPED INTO / // \ /\\ \/ BEDDING(CLASS I,II OR III)WHERE BETWEEN BRICKWORK AND STRUCTURE CONTROL PANEL SINGLE PHASE SCREEN CONTROL PANEL SINGLE PHASE SCREEN PIPE HAUNCHES,AT CONTRACTORS \ \� \ / UNSUITABLE MATERIAL IS 4"J'VENT OUTLET WITH INSECT SCREEN ENCOUNTERED DURING EXCAVATION A6-2012 WITH A 6130 ENCLOSURE (4-PVC SDR35 ADJUST TO GRADE WITH LOCKING M.H.FRAME&COVER, A6-2012 WITH A 6130 ENCLOSURE (4-PVC SDR35 -EX 4''J'VENT OUTLET WITH INSECT SCREEN DISCRETION. O.D.+24"MAX. DEPTH WITH JUNCTION BOX PIPE) N.J.SHALE RED BRICK& (4'PVC SDR35 PIPE) TYPE T ADJUSTABLE CASTING CAMBELL 1734 WITH JUNCTION BOX PIPE) (4-PVC SDR35 PIPE) NOTES (SEE NOTE BELOW) OF PIPE TRENCHES AS REQUIRED IN AS REQUIRED 6'(MIN.CLASS 150 PIPE) MORTAR(MIN.OF TWO CAMBELL 1000 M.H. ASTM D2321,LATEST EDITION. ( ) 6"DIA.45°BEND z z S.C.D.P.W.STD.M.H.STEPS EX.METAL M.H.FRAME&COVER, COURSES&MAX OF 15') g (STAINLESS STEEL) FRAME AND COVER z z ADJUST TO GRADE WITH N.J.SHALE 1. CLASS 1,11,111 OR IV COMPACTED BACKFILL MATERIAL REQUIRD IN ALL PIPE WITH PLAIN END co � g RED BRICK&MORTAR(MIN.OF TWO EX PORTABLE PUMP CONNECTION WITH ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). AND MECHANICAL RIM EL.15.4 OURSES&MAX OF 15') RAPID CONNECTION CAPABILITIES JOINT FITTING(D.I.P.) FRAME AND COVER FINISH GRADE EX METAL FRAME AND COVER 2 BOX NACCORDANCE WITH LATEST OSHA IREGULATIONS.NTHR TRENCH TtNG 2"ELECTRICAL CONDUIT 6WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL AIGLE OF a. REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISOETION OF THE 6"X676'WYE BRANCH 36' .o. '.. ; 36• • •n SCREW ON CAPPED OR PLUG L T AL ND a ENGINEER. WITH MECHANICAL JOINT GUIDE SCREW ON CAPPED OR PLUG FITTINGS(D.I.P.) GUIDE 12' .C.(TYP.) S. STEPS z 4'SUPPLY VENT WITH AN EXPLOSION PROOF RAIL WITH 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF COVER,ALIBACKFILL RAIL WITH C.D.P.W.STD.M.H. n a S.C.D.P.W.STD.M.H.STEPS ? MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MAERIAL LIFTING (STAINLESS STEEL) SEE TYPICAL FORCE INLINE SUPPLY FAN WITH 34 CFM MIN. LIFTING (STAINLESS STEEL) SEE TYPICAL FORCE C of MAIN CLEAN-OUT CONTINUOUS(12 AIR CHANGES PER HOUR)AT A ci �'' MAIN CLEAN-OUT 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTR SHALL 4'SUPPLY VENT WITH AN EXPLOSION PROOF FOR KOR-N-SEAL OR o DETAIL STATIC PRESSURE OF 0.3 OR GREATER FOR o KOR-N-SEAL OR o DETAIL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REILACE WITH A FLAW 6'MIN.DIA. W MIN.DIA. FLOW CABINLINE SUPPLY FAN WITH 81 CFM MIN. EQUAL(TYP.) EACH EQUAL(TYP.) FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM)2321, CONTINUOUS(12 AIR CHANGES PER HOUR) EACH p v HIGH WATER FLOAT SWITCH pump vao 'STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTI:PIPE FOR qjLp1 PUMP PLUG VALVE VALVE (ACTIVATE HIGH WATER ALARM AND INV DIALER) ) VALVE SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS,'LATEST:DITION;AS AT A STATIC PRESSURE OF 0.3 OR GREATER AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEERTHE TRENCH HIGH WATER FLOAT SWITCH a 8'PVC SDR-35 INFLUENT LINE + BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FA3RIC. TYPICAL SANITARY HOUSE CONNECTION (ACTIVATE HIGH WATER ALARM AND DIALER) (INV 8.1) d EX 2' CHECK VALVE PVC DISCHARGE LINE KOR-N-SEAL OR EQUAL(TYP.) 4'DI DISCHARGE LINE CHECK VALVE PIPE TRENCH SECTION CLEAN-OUT DETAIL LAG PUMP ON INV IN 10.7 (INV 7.6) HECK VALVE VKOR-N-SEAL OR KOR-N-SEAL OR EQUAL(TYP.) C.0 LAG PUMP ON(INV 9.7) EQUAL(TYP.) IN OUT 10.7-2' 2'DRAIN LINE 2"DRAIN LINE EX 48'0 ACCESS MANHOLE LEAD PUMP ON(INV 9.43) _ _ IIV OUT 10.0-4' EX 48"0 ACCESS MANHOLE 2"PVC DR-18 INFLUENT LINE GAS AND WATERTIGHT TRAP FLOAT SWITCH SJE RHOMBUS SUPER GS AND WATER TIGHT TRAP PUMP CONTROL NOTES: MATERIALS&JOINTS EQUIVALENT TO -- -- --------------1 SINGLE(TYP.) WATER MAIN STANDARDS OF CONSTRUCTI)N • - N 1. DUAL PUMP CONTROL AND PRESSURE TESTED TO ASSURE WATEI KOR N�EAL OR EQUAL(fl'P.) PUMP CONTROL NOTES: LOW WATER FLOAT SWITCH(PUMPS OFF) a TIGHTNESS PRIOR TO BACKFILUNG (INV 8.2) 4'DUCTILE IRON 2. ALTERNATE PUMP STARTING TO DISTRIBUTE 10'-0' 19-0' INV IN 10.7-2' 1. DUAL PUMP CONTROL LOW WATER FLOAT SWITCH DISCHARGE LINE OPERATING TIME. INSTALL DETECTABLE MARK-OUT FLOAT SWITCH SJE RHOMBUS 2. ALTERNATE PUMP STARTING TO DISTRIBUTE OPERATING (ACTIVATE LOW WATER ALARM AND DIALER) TAKE 17 BELOW GRADE SUPER SINGLE(TYP.) (INV 8.0) 3. HIGH I EVELALARM - _ _ _ _ _ _ ___ _ _ _ _ _ _ TIME. 10'-0" EX ELECTRIC SERVICE HIGH WATER FLOAT SWITCH(PUMP ON)(EL.7.29) .5 SCDPW STANDARD SANITARY MANHOLE n GUIDE RAIL GUIDE 2"SDR-18 PVC 3. HIGH LEVEL ALARM 4. 4 FLOAT SWITCH OPERATION. LOW WATER FLOAT SWITCH(PUMP OFF)(EL.7.0) BOT.VET WELL EL.7.1 DISCHARGE LINE `� (2)BARNES SERIES XSGV3022L 3HP SUBMERSIBLE SEWER JOINTS AND 18"MIN. 5. VISUAL AND AUDIBLE ALARM. 4. 4 FLOAT SWITCH OPERATION. WASTEWATER GRINDER PUMPS SINGLE PHASE OR • GUIDE RAIL BASE WATER JOINTS 10'MIN. 10'LONG SLEEVE(SPLIT POLYETHYLENE) LOW WATER FLOAT SWITCH AN APPROVED EQUAL. WATER MAIN OR 18"MIN. PLACED OVER ELECTRIC SERVICE (ACTIVATE LOW WATER ALARM AND DIALER) 6'-0' 6. ALL WIRING AND EQUIPMENT ARE TO BE IN FROM POINT OF CROSSING VATER SERVICE SEWER MAIN OR 5. VISUAL AND AUDIBLE ALARM. ACCORDANCE WITH THE NEC ART.500 HAZARDOUS BUILDING CONNECTION 2'LONG SLEEVE(SPLIT POLYETHYLENE) (INV 6.9) n 6. ALL WIRING AND EQUIPMENT ARE TO BE IN ACCORDANCE FLOOR TO BE SLOPED TO PUMP LOCATIONS. PLACED OVER SEWER SERVICE GUIDE RAIL GUIDE WITH THE NEC ART.500 HAZARDOUS LOCATIONS. DISCHARGE POINTS MAIN PUMP STATION DETAIL 18'MIN. EX 8'SCDPW STANDARD SANITARY MANHOLE s: GUIDE RAIL BASE 7. ALL FORCE MAIN AND PUMP STATION PIPING TO BE L.5.9 7. ALL FORCE MAIN AND PUMP STATION PIPING TO BE TESTED TESTED TO 200 PSI. PROVIDE PIPE,FITTINGS AND SEWER MAIN OR (2)LIBERTY PUMPS MODEL XLSG202M 2 HP Q: TO 200 PSI. PROVIDE PIPE,FITTINGS AND VALVES T VALVES TO ACCOMMODATE FOR TESTING AS - - - - - - - -- _ _ _ _ SUBMERSIBLE WASTEWATER GRINDER PUMPS SEWER SERVICE • n'• a ACCOMMODATE FOR TESTING AS NECESSARY. NECESSARY. SINGLE PHASE OR AN APPROVED EQUAL SLOPE FLOOR TO PUMPS 8. LOCKING DEVICES TO BE SUPPLIED FOR ALL BILCO 10'-0' 10'-0" ELECTRIC / SEWER CROSSING DETAIL. 8'-0' 8. LOCKING DEVICES TO BE SUPPLIED FOR ALL COVERS AND NOTE: DOORS AND CONTROL PANELS. CONTROL PANELS. HORIZONTAL SEPARATION BETNF.EN SEWER AND WATER LINES MUST BE 10'LNIMUM PUMP STATION K-4-1 DETAIL 9. AN EXPLOSION PROOF 20OW(MIN.)INCANDESCENT LIGHT 9. AN EXPLOSION PROOF 20OW(MIN.)INCANDESCENT FIXTURE TO 12 BY RAB LIGHTING OR AN APPROVED EQUAL. LIGHT FIXTURE TO BE INSTALLED IN THE PUMP TO BE A EB12 INSTALLED IN THE PUMP STATION. FIXTURE STATION. FIXTURE TO BE A EB12 BY RAB LIGHTING OR AN APPROVED EQUAL WAT E R/S E W E R CROSSING D ETA I L 0• e .e i A + CLASS'A' A CONCRETE FILL /-► 2'DIA.BALL IALVE C : 4000 PSI W/2"DIA.GALV.1PPLE N z TYPE II CEMENT FINISHED TAPPED BLIND SUFFOLK COUNTY TYPE'F' U GRADE FLANGE ADJUSTABLE CASTING TO GRADE 0 ADJUST TO GRADE WITH N.J.SHALERED BRICK& #3 RODS COURSES&MAX.OF 15 R(MIN.OF TWO 4 ~ 9'INTO CONCRETE I-I I a I {-+ 0 A y (2 REQUIRED) . a n , PRECAST j RAISED CAP W � Gsr ' d CLASS*A* 1-+ PLAN `` - i.4 . TYPE II CEMENT i �H MX6Wrsx6 WWF I 60 GALVANIZED STEEL PIPE f p, p v� STANDARD M.H.FRAME&COVER, ;. TOP&BOTTOM FILLED WITH CONCRETE ) W FINISH GRADE TYPE'F"ADJUSTABLE CASTING K- 6'LAYER OF STONE (PAINTED OSHA YELLOW) MANHOLE NOTES: 8'(TYP.) j H tM #4 BARS @ 8' MAINTAIN MIN.6"SEPARATION e O.C.E.W.BOTTOM 1. ALL MANHOLES SECTIONS SHALL CONFORM TO ► >• BETWEEN BRICKWORK AND STRUCTURE 45°BEND i a' ' M I ►� - ' A.S.T.M.C-478,LATEST REVISION STANDARD PVC STOPPER(TYP.) 0 • e ADJUST TO GRADE WITH N.J.SHALE SPECIFICATIONS FOR PRECAST REINFORCED / sir U ► •� RED BRICK&MORTAR(MIN.OF TWO CONCRETE M.H.SECTIONS. 36'MIN. 2'DIA.D.I.P. GRADE u-ill--J i 1y1 24- COURSES&MAX OF 15') PLAN • 2'DIA.45°BEND 4'PVC SDR35 @ 2% I 1 Q (:a MANUF.IDENTIFICATION COVER 2. MANHOLE RISER SECTION TO BE FURNISHED IN S.C.D.P.W.STD.M.H.STEPS 1,2,3,OR 4'HEIGHTS AS REQUIRED. NOTE: WITH PLAIN END j ttr W CAST IN WALL THRUST BLOCK TO BEAR ON AND MECHANICAL /� (S.S.OR STEEL REINFORCED UNDISTURBED SOIL JOINT FITTING(D.I.P.) PLAN j a 0 COPOLYMER POLYPROPYLENE) 3. MANUF.TO CERTIFY THAT MANHOLES DELIVERED a v I a a HEALTH D AL STAMP 12'O.C. MEET ALL REQUIREMENTS OF S.C.D.P.W.SPECS. ' (TYP.) CIRCUMFERENTIAL I #4 @ EACH CORNER(TYP.) j a REINFORCEMENT 0.12 SQ.IN./FT. 4. LOADING TO CONFORM T AASHTO H-20 LOADING I q z 10121/2020 SCDHS COMMENTS OF HEIGHT 2"X2'X2'WYE BRANCH j a !• •ve a N 7/29/2020 SCDHS COMMENTS • 5. REBAR TO CONFORM TO ASTM A-615-00 Fs=60,000 / WITH MECHANICAL JOINT z 7/22/2020 SCDHS COMMENTS 1Y2"CLEARENCE e'SO.OR%"0 SELF PSI FITTINGS(D.I.P.) I (TYP-) SEALING BUM RUBBER °. _ I e e ° : 6/22/2020 SCDHS COMMENTS 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. g 4'PVC SDR-35 @ 2% I ° 6/8/2020 SCDHS COMMENTS A185 Fs=65,000 PSI THRUST BLOCK CLASS'A' 4,000 PSI TYPE II CEMENT " . FLOW 2' FLOW 4'X8'WYE a e° 5/26/2020S SCDHS COMMENTS 3'-3* MIN MAX. 7. CONCRETE TO BE 4000PSI @ 28 DAYS .2-DIA. MIN. DIA. e DR-18 DR-18 (TYP.SIZE) (TYP.) ANGLE VARIABLE 4' = - 24'0 SONOTUBE 'Z�c. r f 8. FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP& #3 RODS MAX 30" Eb:J 3/4'GRAVEL UNDER'WYE' CONCRETE FOOTING BOTTOM STEEL. �� .c- r� 5" 9. REFER TO THE SCDPW SANITARY SEWER / UNDISTURBED STANDARD DETAIL SHEETS FOR ADDITIONAL EARTH D.I.P.SPOOL PIECE #4 @ EACH SIDE SECTION DETAILS. SECTION W BUILDING CONNECTION DETAIL BOLLARD DETAILS m NOTE:MAX.TEXT PRESSURE 200 PSI LU PVC JOINTS A#2 STEEL HOOP AROUND OPENING(TYP.) DEAD END �? LLn PIPE SIZE 90°BEND 45°BEND 22Y'BEND a ' L. M � 2'(fYP.) 314�d OR TEE 6Wx6W/6X6 WWF 4' 1 2 1 2' TOP IB01TOM S.C.T.M.: DIST. 1000 SEC.40 BLK. 03 LOT. 05 FLEXIBLE JOINT(IYP.) r 5 7 24 ,4 OPENING EASTERN LONG I S LAN D 10" 7 10 5 2 NOTE: ■ • • ° OR FLEXIBLE SLEEVE 1Yz' OR APPROVED EQUAL(TYP.) 12' 10 15 7 4 Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:1"=40'-0" Condon Engineering P.C. COVER (SEE DETAIL) 16',20",24' i6 24 12 6 ,- 1. CONCRETE REQUIRED IN VEHICULAR TRAFFIC AREAS. New York State Education Law,Article 145,Section 7209,for any KAM P G RO U N D PRECAST SEE SCORING DETAIL THRUST BLOCK BEARING AREA person unless acting under the direction of a licensed Professional 1755 Si sbee Road 690 QUEEN STREET OF CLASS•A' 2. CLEANOUTS REQUIRED FOR BENDS>45°. Engineer,Architect,or Land Surveyor,to alter an item in an way.If an SECTION A-A MONOLITHIC BASE SLAB SQUARE FOOT BEARING AREA OF • " a 44000PSI g y y y y Drawn by:JJC g REINFORCEMENT#4 BARS BLOCKING ON UNDISTURBED EARTH TYPE If CEMENT item bearing the seal of an Engineer,Architect or Land Surveyor is Mattituck, New York 11952 GREENPORT, NY 11944 W O.C.E.W.TOP altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by His/her Date: 1/29/2020 (631) 298-1986 (631) 298-2651 fax, 4' DIAMETER SANITARY SEWER MANHOLE THRUST BLOCK DETAIL TYPICAL FORCE MAIN CLEAN-OUT DETAIL signature and the date of such atterations,and a spedficdescription of www.condonengineedng.com DETAILS the alteration. TEST HOLE DATA STORM WATER POLLUTION CONTROL NOTES: EL. p N Site Description: pP olko"pjD BROWN SILTY SAND(SM) ��� Construction activities wig include the construction of 19 one-story cabins and one pavilion on sonotube footings including installation of the sewer mains,water mains and utilities. Clearing and grading 1.9 GGJ Q of the site will be limited to the trenches for the utilities and installation of the building footings. The existing road and the placement of the proposed cabins will be within the existing camp sites to limit G w R the removal of the trees and vegetation. A storm drainage retention system to recharge the runoff from a 2'rainfall will consist of rain gardens. All improvements to conform to state,aunty and local / / m BROWN 8 PALE BROWN SILT standards and specifications. C) Z CD4,0' See attached detailed architectural,landscape and civil drawings for proposed improvements to the property. EX. RESTROOMS / �0 BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC A CH) General Sequence of Site Activities_: 7.5'(GROUNDWATER ELEV.4.5) 1. Installation of perimeter erosion control measures(silt barriers,hay bales,construction entrance,etc.). / 2. Installation of storm drainage and sanitary sewers. CONCRETE WASHOUT/ WATER IN BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) TOWN OF SOUTHOLD 3. Installation of building foundations. N 4. Installation of site utilities. 0 10, 5. Restoration of disturbed areas. O RIMJ�O�01f PROJECT / WATER IN BROWN CLAY(CH) Site Data: J / / PROPOSED RAIN ARD "B" ir LOCATION ' ''PROPOSED RAIN GARDEN' '1n 95 CF CAPACrVf \\ cD Site Area: 24.0 acres W / i� TESTHOLEBY McDONALD ' � 169 CF CAPACITY //I // TOP EL 13.0/ I GEOSCIENCE DATED 7/30/2020. Area of Disturbance: 0.97acres within a 3.67 acre work area TOP EL 14.5 BOT.EL. 1 \\\ n GROUNDWATER ENCOUNTERED BOT.EL 13.5 / I ) / -_\ I \\.6 7.6 BELOW GRADE ° I. I �/ I ® \ Pre-Development Runoff Coefficient 59/° EX. CAMP SITES / I I / \\ VILLAGE OF GREENPORT Post-Development Runoff Coefficient 63% LOCATIONMAP Soil Classification: RdS,Riverhead Sandy Loam,3.8%slopes,Su-Sudbury Sandy Loam,SwA-Swansea muck,0-1%slopes,coastal lowland PtW-T R01a I 1� I I fJ.l 1'=600' Receiving Waters: Moores Drain(Shelter Island Sound) Pollution Control Measures: In accordance with the provisions of the USEPA General Permit,storm water management and erosion and sediment control measures including,but not limited to,the following shall be employed W 140 W W W W during construction: \ • - ' • I • �'^- -" "-"-''- '-"'� A. Existing vegetation to remain shall be protected by installation of construction fence or other approved means and shhall remain undisturbed. \ /� #18 ��• B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.Graded and stripped areas shall be kept stabilized through the #1 j use of temporary seeding as required.Seed matures shall be in accordance with Soil Conservation Service recommendations. A maximum of 5 acres shag be disturbed at one time unless written permission is granted by the NYSDEC. #4 14.4 \ \ ""�� I FC,f /c! •• ,� \\ x x PROVIDE 5'SEPARATION C. Bare soils shall be seeded within 14 days of exposure,unless construction will begin within 21 days,as sections are!completed,or if construction on an area is suspended,the area shag be seeded BETWEEN ROOF DRAIN PIPE AND Y e9 Y . P Pe DECK •5 immediately. : \ WATER(SEWER LINES(TYP.) WATER QUALITY VOLUME (WQV) CALCULATION #19 I � I L a. Seed preparation-scarify soil-rf compacted,remove debris and obstacles such as roots and stumps. \W I _ ...._.._.._.._..w.. \ -L I / W ) / / // _ I : • - - • #2 C PROPOSED RAIN GARDEN"A' TRIBUTARY AREA: 3.67 ACRES b. Solt amendments:• is z' \ -D / 169 CF CAPACITY PAVEMENT/ROOF AREA: 0.48 ACRES b.a. Lime to pH 6.0. DE K I \ \ x l / \ �'\'�� I / TOP EL 12.9 LANDSCAPE AREA: 2.86 ACRES b.b. Fertilize with 6600 lbs.of 51010 or equivalent per acre(14 Ibs.1100 sq.ft.). �Y / 1 I \\\ I / BOT.EL.11.9� . Seed Mixtures j---� • I, WATER QUALITY(WQV)CALCULATIONS:' IEX. CAMP SITES // 1 ! j /�. 1 \ 1 DEC)('DE c.a. Temporary seedlings IMPERVIOUS COVER(I) =13.1% c.a.a. Ryegrass(annual or perennial @ 30 lbs.per acre(0.7 lbs.per 1,000 sq.ft) \ r P.ROPhED RAIN GA DEN I"A" ,,.o / c a.b. Certified'Aroostook'winter a cereal a 100 lbs. r acre(2.5 lbs. r 1,000 s ft.).Use winter a if seeding in October/November. � Z MP rye( nY )@ per ( • per q• )• rye 9 \\ � ` / CAPACITY \ \ #3 _ PROPOSED RAIN GARDEN-B" 90/°RAINFALL EVENT P =1.5 INCHES n9 Landscaping _ P Eh.14.0 x 95 CF CAPACITY ° ( ) c.b. Permanent seedlings-s-See Landsca in Plans. \ / K / B .EL`.13.0 PAVILLION o� 1 \\ I TOP EL.14.2 steepness \\ / �i _ •j,.zx ` \ ' O x I BOT.EL 13.2 RV=0.05+0.009 X 13.1% =0.1679 D. The length and of cleared silo pes shall be minimized to reduce runoff velocities. Runoff shag be diverted.away from cleared slopes. ' \ f4.I \ = I I A=3.67 ACRES E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. Sediment to be removed from the sediment traps and ponds when the design capacity is reduced by 50%. \ i 4 PROPOSED RAIN GARDEN"C" WQV=(P X RV X A)112(AC-FT) F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The construction entrance shall be maintained until the site is permanently -- J.Mx n \ \ \ I I' 115 CF CAPACITY �,.o : I TOP EL 142 WQV=0.077 AC FT stabilized. Any sediment tracked onto public roadways to be removed or cleaned on a daily basis. \ 1 I ( BOT.EL 13.2 i \ E PROPOSrn RAIN GARDEN'A" \\ A., I /1.9 G. A qualified inspector to conduct site inspections and document the effectiveness of all erosion and sediment control practices every seven days or after a y'inch rain event Inspection reports shall RUNOFF REDUICTIQN\FLUME (RRV) M -�-- '4� \ 169 CF CAPA�tTY, \\ I I be maintained in a site log book M - �F ���_ �� 11/ TOP EL11.5 \\ E I I BOT.EL 10.5 \ ; I CALCULATION: H. All runoff shall be retained on-site in accordance with local regulations and approvals. Drainage inlets installed on-smite shall be protected from sediment buildup through the use of appropriate inlet \ PROPOSED RAIN GARDEN"B" protection. \ \ 195 CF CAPACITY AIC=IMPERVIOUS AREA: =0.48 ACRES / -- x if.i s \ \SPIGOT �---� ` I TOP EL PA 1. Appropriate means shall be used to control dust during construction. Water until the surface is wet and repeat as needed. Water shall be applied at rates so that runoff does not occur. #1 2 \ \ , IMPERVIOUS COVER(1) =100% �• ��_ • �i a � \ \ � � I I BOT.EL11.0 FC ( \ \ -•�� ; J. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stabilized.Following permanent stabilization,paved areas shag be cleaned •. - / °%v, x \\ \ 13 I S=90%FOR INFILTRATION PRACTICES of soil and debris and drainage systems shall be cleaned and flushed as necessary. / 22 \ \ � r M I w a Al=(S)(AIC) =0.432 ACRES \ O yO x / x \ \ rz s K The amen/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Imspections must be performed by a certified erosion control specialist,licensed #,�O / \\ I w professional engineer or a trained technician working under the supervision of a licensed professional engineer every seven calendar days and immediately after periods of rainfall greater than one RV*=0.05+0.009 X 100% =0.95 half inch. Maintenance measures are to include,but are not limited to;cleaning of recharge basins,sediment traps\ I o o g rg ps end drywells,cleaning and repair of sediment barriers,repair of berths and runoff 17 ��, x t 1.J \ x �rz diverters,and cleaning and repair of inlet protection devices. The owner/operator/contractor is required to maintain copies of the N01,SWPPP and general permit on-site at all times. The NOI and Ax �f o c 10 90%RAINFALL EVENT(P) =1.5 INCHES P g �\ rn #6 1 C DECK I I w Gener.. Permit shall also be posted at the site at all times. \ LEAD S FROM UNITS 6 TO I 3 I RRV=(P X RV-X Al)/12(AC-FT) L Duri construction,the contractor will comply with all local- x ) ( rg p y regulations concerning the disposal of solid waste,debris and toxic and hazardous waste,as well as sanitary sewer and septic system i FLOW\ FW 0 LAND DIRECTLY\ 1 = : regulations. Temporary fencing shall be erected around the perimeter of the site along with the placement of dumps;tees to control the buildup of debris.The contractor should periodically dean up RAIN GARDEN I RRV=•\ 0.051 AC-FT any debris accumulated along the temporary fence and empty the dumpsters regularly. rS o \ _••-1 I I x = PROPOSED RAIN GARDEN"D" \ r I I� 1 274 CF CAPACITY TOTAL STORAGE PROVIDED IN RAIN GARDENS=0.077 AC-FT M. See landscaping plans for permanent vegetation stabilization. L DERS FROM UNIT 17 TO \ \ I FLO OVER LAND DIRECTLY \\ : / \ I ( x rE TOP EL.11.5 TOWN GARDEN \ � \ x � P I '"� yp BOT.EL 10 25 THE STORM WATER MANAGEMENT SYSTEM WILL PROVIDE FOR COLLECTION,TEMPORARY STORAGE AND INFILTRATION N. The contractor must complete the construction sequence schedule in the report with start and end dates. \ \ x I / x ( �� OF RUNOFF THROUGH PRECAST DRYWELLS FORA 2 INCH RAINFALL,IN ACCORDANCE WITH LOCAL REGULATIONS WHICH IS GREATER THAN THE WQV REQUIRED RAINFALL OF 1.5 INCHES. THE REQUIRED WQV IS 0.077 ACRE-FEET. THE #8 TESTH9LE ,Z, r / 0. Unless otherwise directed by the owner,the contractor is responsible for maintaining the necessary records of construction activities,preparation of inspection reports,and reporting release of e-, \ 1 \ 1 PROVIDED RUNOFF STORAGE IS 0.077 ACRE-FEET. IN ACCORDANCE WITH THE NYS 2015 STORM WATER DESIGN MANUAL, ry ply report any required modifications to the SWPPP necessitated by field conditions or \ + � j i \ ��r•• � � pollutants to the proper authorities as necessary to comply with the SPDES General Permit The contractor will x u s _ r Y x / / WE ARE REQUIRED TO PROVIDE AN RRV EQUAL TO OR GREATER THAN THE WOV. FOR INFILTRATION PRACTICES SUCH AS construction activities to the Engineer for revision of the SWPPP where appropriate. \ \ �a• 1 #7 iaQ RAIN GARDENS,100%OF THE PROVIDED CAPACITY MAY BE APPLIED TOWARDS THE RRV REQUIREMENT. THE PROVIDED \ \ OFC \ I i \ 3 • 1 / I RRV IS 0.077 ACRE-FEET WHICH IS GREATER THAN OR EQUAL TO THE REQUIRED WQV OF 0.077 ACRE-FEET. , T ' K OFC x,2.,r E• PROPOSED RAIN GARDEN"A" P. The N01,SWPPP and inspection reports required by this permit are public documents that the owner or operator must make available for review and copying by any person within five(5)business \ \ \ A• \ k I x r I 169 CF CAPACITY days of the owner or operator receiving a written request by any such person to review the NOI,SWPPP or inspection reports.Copying of documents will be done at the requesters expense. \ PROPOSED RAIN GARDEN • •\ 15 \ /• � I � / � � \ : / TOP EL 11J3 \ 781 CF C P�1CITY 1 / ,2., r I s \ \\ TOP EC 9.5 i, \ \ x ` ' 13 I ' ( I • / x _ \\ BOT.EL 10.8 Q. Afterthe project is complete,the owner/operator will be responsible for filing a Notice of Termination(NOT)with the NYSDEC to dose out the open SPDES General Permit for the storm water runoff C /' r fromthe construction activity. \\ \\ BOT.EL8.25-\ Oit • m \\ \\ \\\ \ \ / 4 FCK I I ( ' I � ) I I LEGEND EXISTING PROPOSED R. Post storm water measures to be inspected biannually. Sediment and debris to be removed from storm water structures as necessary and landscaping to be supplemented and maintained as RAG \\\ \\\ \ --- - \ �` • \ l ; x v I ® y rsQs-p'' :I A2 necessary. #11 3 1 1 \ \------ -_�'•_ _ _` Certifications: � \.•\\ �, .. •___ W\\ \I I � \ \ o��� /rr �• ( SEWER MAIN \\\N 80•07' \\ \\\ j I \ . / I SEWER SERVICE Notes: -.._..-..-.._.._.._ 'I certify that I have read or been advised of the permit eD ndfions and believe I understand them. I am aware of the requirements of the SPDES General Permit No.GP-0-15-002 for storm water runoff 9 \ ELECTRIC SERVICE from the construction activity and will comply with the preparation of the Notice of Intent(N01),Sedimentation and Erosion Control Plan and the Storm Water Pollution Prevention Plan' WATER SERVICE Owner/Operator. Name at oe WATER MAIN W OperalorlEngineerCentification: PROPOSED RAI�1 Lsx "_ \ \ 10 CF CAPACITY I hereby certify under penalty of taw that the Storm Water Pollution Prevention Plan SWPPP has been developed in accordance with the New York State Storm Water Management Design Manual,the \ \ oo \ \ \ \ / \ o ROOF DRAIN Y fy Pe ltY (SWPPP) lop all g \ \ \ -N-- TOP 11.8 \ \ 1 / \ New York State Standards and Specifications for Erosion and Sediment Control,Best Management Pradices as necessary to conform to USEPA Storm Water Pollution Regulations,and the terms and ,aL x BOT.EL.10.8 \ \ \ \ I V) conditions of the New York State Pollution Discharge Elimination System(SPDES)general permit for storm water discharges from construction activities.'•\ -40 \ F� \ \ \ CONTOUR (6) \\ \\ \ \\ �� I" CONTOUR LINE Sign Name:John J Condon,PE Title:Engineer Date \\ v7dLeCE �/O/F \\ \ \\ \\ 1,011.71' Contractor Certification: ------ SILT FENCE .......... I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site \ �� \ \\ \ \ inspection.I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System('SPDES') '�`` \\ \ \ \ \\\_- ---_ 'o RAIN GARDEN O 1 general permit for stormwater discharges from construction activities and that lt is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,)understand that \ - certifying false,incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceedings. \ \\ \\ \ \\ Note:The Contractor and all sub-contractors must sign this Certification. DUST CONTROL C Sign Name: Title: Date zs� \ \\ \\\ \\\ \\\ \ // `\\\\ STABILIZED CONSTRUCTION ENTRANCE Address Phone \\ \\ \ \\ \9 Sign Name: Title: Date 3/1512021 CABIN REVISIONS Address Phone ' REVISIONS AREA OF DISTURBANCE APPLICANT Sign Name: Title: Date \ o \ SEWER MANHOLE O EASTERN LONG ISLAND KAMPGROUND Address Phone �.•` '' 690 QUEEN STREET , \�SEPr,� all, - \ \\ \ \ \B GREENPORT,NY 11944 Sign Name: Title: Date 631-953-3899 _ 5`;G \ \ Address PhoneALL s- AL n-AG AIIL /.. ,. . LW FOP OF \ \ \\ ` � • �� � �( Z4 / p \ ao, \ S.C.T.M.: DIST.1000 SEC.40 BLK.03 LOT.05 EXISTING TREES NOTES: EASTERN LONG ISLAND SWpp Plans are prepared by Condon Engineering,P.C. ItScale:1"=40� Condon Engineering is a violation of the New York State Education 9 P.C. 1. OWNER TO INDICATE TO CONTRACTOR EXISTING Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed KAMPG ROU N D SITE PLAN. TREES AND VEGETATION TO REMAIN. Professional Engineer,Architect,or land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 690 QUEEN STREET the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Drawn by:JJC ri SCALE:1"=40' Land Surveyor shall affix to the item his/her seal and the notation b•followed his/her Mattituck, New York 11952 2. CONTRACTOR TO PROTECT AND MAINTAIN EXISTING Y Y by GREENPORT, NY 11944 TREES AND VEGETATION THROUGHOUT signature and the date of such alterations,and a specific description of the alteration. Date: 12/19/2020 (631) 298-1986 (631) 298-2651 fax STORM WATER POLLUTION CONSTRUCTION. www.condonengineedng.com PREVENTION PLAN SWPPP TO BE PROTECTED WITH A MIN.8'X 8'ENCLOSURE CONSTRUCTED AS PER FOLLOWING DETAIL AND WITH A WOOD SNOW FENCE TO BE INSTALLED AT A DISTANCE OF 6'-9'OF RADIUS PER INCH DIA.(TRUNK DIA.)OR AT THE TREE DROPLINE WHICHEVER IS FURTHEST,AS REQUESTED BY TOWN OR VILLAGE ARBORIST. i \ i ♦ i Ifi MIN.4'HIGH WOOD SNOW FENCE TREE TO BE TO BE STAKED EVERY 8'O.C. � / PROTECTED / 1 / 1 1 1 I 1 I 1 I 1 I I I I 1 I 1 1 1 1 1 1 2'X 6" PRESSURE 1 1 TREATED RAILS(TYP.) 4'X 4'PRESSURE TREATED / CORNER POSTS(TYP.) POSTS-STEEL,T OR U SHAPE TYPE N OR 2"HARDWOOD FENCE-WOVEN WIRE 14.5 GAUGE OPTION: 6'MAX.MESH OPENING -------"- MECHANICAL 4"X 4'POST HOLDER FILTER CLOTH-MIRAFI 140N 64"MIN. 7-0'DEEP OR APPROVED EQUAL ELEVATION PLAN NOTE: 36"MIN.FENCE POST—-,,,""", PROTECTION MUST REMAIN UNTIL COMPLETION OF CONSTRUCTION. ANY GRADING(MINOR ONLY z z ALLOWED)DONE WITHIN PROTECTION ZONES TO BE DONE WITH HAND TOOLS. w o N A UNDISTURBED GROUND oo _.OW PROTECTION FENCE DETAIL SILT FENCE NOTES: DOWNSPOUT NOTTOSCALE COMPACTED BACKFILL (SEE ARCHITECTURAL PLANS) 1. WOVEN WIRE FENCE(MIN.141/2 GAUGE MAX.6'MESH SPACING) 76"TRENCH WITH FILTER CLOTH OVER FENCE. m �, DOWNSPOUT ADAPTER(ADS cDi EMBED FILTER z m 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE CLOTH 6'MIN. OR APPROVED EQUAL) o WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. INTO GROUND `� (SEE CHART FOR PART NUMBER) c 6 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES'DEVELOP IN THE SILT FENCE. SECTION PROPOSED GRADE WOVEN WIRE FENCE(MIN.141/2 POSTS(TYP.) GAUGE MAX.6'MESH SPACING) 36'MIN.FENCE POSTS. 450 BE (MAX) 19 MAX CENTER TO CENTER DRIVEN 16 MIN.INTO THE j 6•ADS PIPE(LENGTH VARIES) GROUND 0 LU SNAP CONNECTION g c 450 BEND(MAX) 6 o PART# PIPE SIZE A B C T ILT EI1 E. `r 0364AA 3' 2.50" 3.25' 4.75' co 0464AA 4' 250" 3.25' 4.75" o w 0465AA 4" 3.25' 4.50' 5.00'I. n_+ io 6'ROOF DRAIN LATERAL o 0466AA 4' 256' 2.56' 4.63' z 0664AA 6" 3.62" 5.63" 6AZ WITH WYE(TYP.) 0664A ' 6' 3.621 5.63° 6.43' 6'PENETRATION INTO Part 0664•AC is PVC NOTE: 6'ADS PIPE MAYBE DISTANCE VARIES USED WHEN A DOWNSPOUT IS (SEE GRADING AND GROUND (SEE SECTION) ELEVATION CONNECTED DIRECTLY TO THE DRAINAGE PLAN) CULTEC DRAINAGE STRUCTURES. SILT FENCE DETAIL ROOF DRAIN ADAPTER DETAIL NOT TO SCALE BUILT UP BERM 10'MIN. NOTE: 1. A CONCRETE WASH PIT SHALL BE INSTALLED ON THE PROPERTY FOR EXCESS CONCRETE AND TO CLEAN CONCRETE EQUIPMENT AND TOOLS. HAYBALES DRA/NAGE/NLEr0YP.J 2. THE PR SHOULD BE SURROUNDED z WITH A 24'HIGH SOIL BERM. STABILIZED CONSTRUCTION ENTRANCE NOTES: o 59 MIN. FLOW FLOW 3. THE PIT TO BE LINED WITH HAY 1. STONE SIZE-USE 14 INCH STONE,OR RECLAIMED OR RECYCLED BALES CONCRETE EQUIVALENT. EXISTING 3'-0' EXISTING HAY BALE GROUND PAVEMENT 4. PROVIDE A 24'X 24"WOOD SIGN 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE 6' LABELED'CONCRETE WASHOUT RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD S'1 2X2 WOOD BOUND STRAW BALES Prr' APPLY). : . .;. STAKES(TYP.) (SEE BEDDING 5. THE PIT SHOULD BE EMPTIED WHEN I I-I I-1 I III-III DETAIL �j 75%CAPACITY IS REACHED AND 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. FILTER MOUNTABLE BERM ) AFTER THE EXCESS CONCRETE 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE 2'STONE OR PROFILE CLOTH (OPTIONAL) STRAW BALE INLET PROTECTION DETAIL PLAN CURES. FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. RECYCLED CONCRETE ROW TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. 50'MIN. STRAW BALE INLET PROTECTION NOTES: TWO REBARS,STEEL PICKETS, 10'MIN. HAY BALE 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. NOTES: OR 2'xT STAKES DRIVEN ��/� \�♦4'VERTICAL 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR 2'INTO GROUND.FIRST ` ,` FACE BUILT UP BERM REVISIONS 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. STAKE DRIVEN AT ANGLE BEDDING DETAIL 7 MIN. 2° .7 �° �, TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH PREVIOUSLY LAID EX GRADE _------ TOWARDS _ THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERIA b 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES STRAW BALE.DRIVE STAKES WITH 5:1 SLOPES WILL BE PERMITTED. AND PLACED SO THE BINDINGS ARE HORIZONTAL. FLUSH WITH TOP OF BALE t♦t SECTION t 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A ;• :.,• - " .' 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF - _ �:::•:`. ::':.': OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH ++F W ANGLE FIRST STAKE TOWARD CONCRETE WASH-OUT AREA DETAIL SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, '> .`• BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE PREVIOUSLY LAID BALE +' :: .a• . DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY EXISTING •' `;•"j ,;:. ,•�:,,.`.,:;_,: T=:; .•. W TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH GROUND .. MUST BE REMOVED IMMEDIATELY. WITH THE BALE. .t { 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA l FREQUENT AND REPAIR REPLACEMENT SHALL BE — s 4 INSPECTION SHALL BE FREQUE Flow �y STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED CO x MADE PROMPTLY AS NEEDED. ,,, '* SEDIMENT TRAPPING DEVICE. 12'MIN.OR MATCH --/ w = w S.C.T.M.: DIST.1000 SEC.40 BLK. 03 LOT. 05 ADJACENT ROAD WIDTH ED5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PLAN SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. _ b oil EASTERN LONG ISLAND SWpppPROVIDED AFTER EACH RAIN. onon neer Cd Engiing, P.C■SYMBOL Scale:AS SHOWN 10'MIN. ANCHORING DETAIL KAMPGROUND Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Drawn b :JJC 1755 Sigsbee Road 690 QUEEN STREET Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Y Mattituck New York 11952 STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE DETAIL the seal nEnEnggi eer,Aritect,torLa or Surveyor, isaltr anyed,theminangEngineer,Armbearing GREENPORT NY 11944 the seal of an Engineer,Architect,a Land Surveyor is altered,the altering Engineer,Architect,or 6311 298-1986 631` 298-2651 fax NOT TO SCALE I NOT TO SCALE Land Surveyor shall affix to the item his/her seal and the notation'Aftered by'followed by his/her Date: 12/19/2020 1 CONSTRUCTION signature and the date of such alterations,and a specific description of the alteration. WWW.Condonengineering.com 2 DETAILS GENERAL NOTES C) 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF EX. RESTROOMS / O A SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED NOVEMBER 9,1973 AND TOPOGRAPHIC DOWNSPOUT INFORMATION FROM SCDPW TOPOGRAPHIC MAP OF FIVE EASTERN TOWNS DATED MARCH 12 1974. SURVEY AND TOPOGRAPHIC (SEE ARCHITECTURAL PLANS) CONCRETE WASHOUT/ ¢ N INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 0 m T ELEVATIONS ARE REFERENCED TO THE NVAD 88.DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS DOWNSPOUT ADAPTER(ADS cDi O ReA1M751 MM OLE OR APPROVED EQUAL) m FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED MAY 21,1976,SITE PLAN BY MARK PROPOSED RAIN ARD "B" - (SEE CHART FOR PART NUMBER) SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND SKETCHES PROVIDED BY THE OWNER. PROPOSED RAIN GARDEN"A � � // 95 CF CAPACITY \ r �_ z 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. T) EL CF CA 4.5 CAPACITY //I / TOP EL 13.BOT.EL 12.0/ I THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE TOP 1 / 6 ,v I \ r; BOT.EL 13.5 / I j / _ I ` w / CONFORMED ACCORDINGLY IN THE FIELD. I PROPOSED GRADE ,--' EX. CAMP SITES //e \`\ 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN / II " y���j���j,�\j,� WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 450 BEND(MAX) P„a,T ROADI j I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. I 1 x - _ 0 w 6'ADS PIPE(LENGTH VARIES) I I I ( \\13 > 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL � I I o CD SNAP CONNECTION a) LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. 450 BEND(MAX) DEBRIS SHALL NOT BE BURIED ON-SITE. xf3-1 �� N I osvw�T Row // _I'_ W I%x t�.o W W W 7 w �_� PART# PIPE SIZE A B C T r --1-- r r r -..-.._.._.._..-..-.._.._..-..-.. x _. -..-..-..� ■ 0464AA 3' Z5Y 3.25' 4.75' = ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, / I \ - 0465AA 4' 2.25' 3.25' 5.00'75' D TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE 0465AA 4' 3.25' 4.50' 5.00' 6'ROOF DRAIN LATERAL z / I , O : 0466AA 4' 256' 2.56" 4.63' PLANS. \ / 115. \ / I ■ ..-/ 4{1 0664AA 6' 3.62' 5.63' 6.43' WITHWYE(TYP.) I tt 14.4 \\ 'Part 0664 AC is PVC r 4. NOTE: 6'ADS PIPE MAYBE DISTANCE VARIES 8, ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. USED WHEN A DOWNSPOUT IS (SEE GRADING AND x x 13 8 PROVIDE 5'SEPARATION CONNECTED DIRECTLY TO THE DRAINAGE PLAN) DECK DECK `y BETWEEN ROOF DRAIN PIPE AND RAIN GARDEN. 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE 73.5 / / WATERISEWER LINES(TYP.) TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE #19 I I I L. . \ I/ / INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR W - r '" #2 \ _` I / ROOF DRAIN ADAPTER DETAIL EROSION AND SEDIMENT CONTROL". C PROPOSED RAIN GARDEN"A" I / \ I \ .tea \ / C= / 169 CF CAPACITY 127 DE K j \\ \\ x / \ �-` �' I / TOP EL 12.9 10. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE �I' / 1 I \\� I / BOT.EL.11.9 ROOF DRAIN NOTES: CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. IEX. CAMP SITES1 i -/ I j I \\ �0 1`- DE 1. PROVIDE SCREEN AT END OF ROOF DRAIN PIPE AT RAIN GARDENS. 11. LOT AREA-24 ACRES �PROF115SED RAIN GA DENFA" i4. \ -.•1r-".-•• /• CAPACITY MP / PROPOSED RAIN GARDEN"B" ' P E .14.0 \ � 95 CF CAPACITY 2. PROVIDE 5 MINIMUM SEPARATION BETWEEN SEWER MAINS AND HOUSE CONNECTIONS. 12. RESORT RESIDENTIAL(RR)ZONE \ // K B .EL`13.0 PAVILLION o 1 \\ x I TOP EL 14.2 x �`�- x j I BOT.EL 132 x 3. PROVIDE 10'MINIMUM SEPARATION BETWEEN WATER MAINS AND WATER SERVICES. 13. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. \ �� �: O/ •/�- '• -� � \ ; � 14. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 4"PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS DIRECTLY TO DRYWELLS. \ i' O i 4 • \ \ \\ : I PROPOSED RAIN GARDEN"C" 115 CF CAPACITY 15. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. DOWNSPOUT ` \�° E : I TOP EL 141 BOT.EL 13.2 LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS PROY(?S RAIN GARDEN"A" NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. M 169 CF CAPA x I TOP EL11.5 ��•.� /��� ���� -R �; BOT.EL10.5 '3� / -, �' \•- `\ \\x''' -_- I I I PROPOSED RAIN GARDEN"B" TEST HOLE DATA --- `\ ` scor I 95 CF CAPACITY #1 Zx x� w * \ `\ � I TOP EL.12.0 o�C I > \\ \ I I BOT.EL11.0 EL 12.0 - / °� \ `\ �� j 3 1 h BROWN SILTY SAND(SM) y x x 1 M, I Z \ O/` #10 / x I w BROWN&PALE BROWN SILT Y W \ 17 a� I I 4.0' x 7/.3 \ x \� x �� r" #s i 1 DECK I I V p BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) LEAD S FROM UNITS 6 TO ;AK 3 I 7.5'(GROUNDWATER ELEV.4.5) FLOW 0 LAND DIRECTLY 1 \ \S RAIN GARDEN I WATER IN BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) -"'I I II x PROPOSED RAIN GARDEN"D" LFADERS FROM UNIT 17 TO \ +/ \\ r """""�T•I I I 1,274 CF CAPACITY 1 FLO OVER LAND DIRECTLY \\ /I \ I I TOP EL 11.5 Q TibRA�N GARDEN \ 10.1 \ x a P x j / , BOT.EL 1015 WATER IN BROWN CLAY(CH) x 12J 1 #H TESTH9LE x = 1A TESTHOLE BY MCDONALD --_ I v#7 I,.,x 4 / GEOSCIENCE DATED 7/3012020. x,�.o \ �Zz' / I / PROPOSED RAIN GARDEN"A^ GROUNDWATER ELOW GRADE ENCOUNTERED \ \\ '\ 1 C� �, I x / / x 1 169 CF CAPACITY \\ PROPOSED RAIN GARDEN \ \�. \ I / \ TOP EL.11.8 \ 781 CF C P\ACfTY e\ `\ TOP EL:9,5 x 5 \` #13 I / : 1 i' x/22 ; \ I BOT.EL 10.8 BOT.EL8.25-� IF � �.. �\ ��\ Imo' / /l I 80"07'20" \\\ ----- �\\ W \ �� ) ,o, II i �\\ \ O�G� / I DRAINAGE CALCULATIONS: /• I \ \\ �' THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" \\ \ \_ ` _ \ \ 9 1 RAINFALL. STORAGE TO BE PROVIDED IN RAIN GARDENS. THE DESIGN IS BASED x�' \ - \ "---.�� \ I \ 3 ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0. x w I PROPOSED RAI�1 GAf�@H d \\\ N DRAINAGE AREA"A" (UNITS 1,3, 6, 7, 8, 9,10,12,14,16,18,19) \ __ \ \ E 1 / \ u, STORAGE REQUIRED: x \ 10 CF CAPACITY / \ � _ \ oo \ \ \ \ \ 0 ROOF AREA: 1,008 SF X 1.00 X Z"/12=168.0 CF O \ TOP\L.11.8 \ \ 1 / 0 \\ /i \ \\ BOT.EL,10.8 \ \ \ \ / 11 rn PROVIDE STORAGE IN RAIN GARDEN: TOP EL.=263.1 SF \ J' VA,�4CE Flo/F `\ \ \ \\ 1,011.71' BOT.EL.=74.5 SF __ -_- (263.1 +74.5)/2=168.8 SF X 1.0'=169 CF>168.0 CF \`\ � \\\ \\\ \\\ \\�\ -- DRAINAGE AREA"B" (UNITS 2,4,5) \ STORAGE REQUIRED. ROOF AREA: 504 SF X 1.00 X 2712=84.0 CF SITE PLAN PROVIDE STORAGE IN RAIN GARDEN: TOP EL.=148.0 SF SCALE:1"=40'-C" BOT.EL.=41.9 SF (148.0+41.9)/2=95.0 SF X 1.0'=95.0 CF>84.0 CF DRAINAGE AREA"C"(PAVILION) WATER SUPPLY CALCULATIONS: PROPOSED WATER USAGE: STORAGE REQUIRED: CABINS(504 SF): 19 CABINS X 150 GPD/CABIN =2,850 GPD ROOF AREA: 600 SF X 1.00 X 2"/12=100.0 CF NO IRRIGATION WILL BE USED FOR THE PROPOSED CABIN AREAS. PROVIDE STORAGE IN RAIN GARDEN: 3/15/2021 CABIN REVISIONS TOP EL.14.2 =179.1 SF BOT.EL.13.2=50.7 SF 9/28/2020 TOWN COMMENTS (179.1 +50.7)/2=114.9 SF X 1.0'=115 CF>100.0 CF REVISIONS DRAINAGE AREA"D"(UNITS 6&8) STORAGE REQUIRED: ROOF AREA: 1,008 SF X 1.00 X 2"/12=168.0 CF Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed o �k Professional Engineer,Architect,or Land Surveyor,to after any item in any way.If an Rem bearing PROVIDE STORAGE IN RAIN GARDEN: the seal of an Engineer,Architect,or Land Surveyor is altered,the aftering Engineer,Architect,or TOP EL.=1,490.4 SF Land Surveyor shall affix to the Rem his/her seal and the notation"Altered by'followed by his/her - BOT. EL.=584.0 SF signature and the date of such afterations,and a specific description of the afteration. (1,490.4+584.0)/2=1,019.2 SF X 1.25'=1,274 CF>168.0 CF DRAINAGE AREA"E" (UNITS 15& 17) S.C.T.M.: DIST. 1000 SEC.40 BLK. 03 LOT.05 ESSIONp�" STORAGE REQUIRED: ROOF AREA: 1,008 SF X 1.00 X 2"/12=168.0 CF Scale:AS SHOWN �7 7 Condon Engineering, P.C. EASTERN LONG ISLAND PROVIDE STORAGE IN RAIN GARDEN: KAM PG RO U N D TOPE =907 42 SF Y-JJC SF BOT.ELL.=34 Drawn b 1755 Sigsbee Road 690 QUEEN STREET of New York 11952 (907+342)/2=624.5 SF X 1.25'=781 CF>168.0 CF Mattituck(631)298-1986 (631)298-2651 fax GREENPORT, NY 11944 Date:9/412020 DRAINAGE PLAN www.condonengineering.com TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O.Box 1179 Southold NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt s '/www.southoldtownn gov P ( ) ) PL FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only � � � � n U n PERMIT NO. Building Inspector: D ��1wms anlicsms u�tlk hilted�auu �k €e> nely�T�nz�apl # DEC 1 1 2023 8��)i�C8tI011�YX'lC ���1tC'� CC@�t� ��RlC�`lls 11��sT`�`����r�T��'TED pt`1<43` Has a building permit been obtained for this project? R Yes; ❑No Building ID partment If yes,building permit# See Attached List 'down ®$SoutholdDate:12y/�8/23 /y 4,.� �� 'RJ :�'a"?'�+'��,�*t�,� xc r s3.�``�K'�t�ti,� '� ki'. y �'�'yv�Z�-�"�� a} •.i � s� h ..;. ,..;�e.:�"F.. ', .,+,Y._ Project Address:690 Queen St/ 64500 CR 48 SCTM# 1000-40.-3-5 City:Greene zip: 11944 "x vat i a .+. �' x .e. vv �'.r'" y: .M'� �i�. t ���+ Y+'{S '. ,� ., : `mac E3 s`ti�k `Z ,l gj .: �a1114�i �'`3 3°'',.:L .�' y, +.'29 .}.s''.�''.�'�. ran.r,%w`'.53.rn.sz..�.,._...,...�.,.aoav .w..,.cr.. .�.. ....,,..,.: .,.,,.. ,. a..a :. 3���s�.....�v .... .. .. .,'........�.�`ux.`. Name:Sean nuson Ma 0................................................................................ ................................................................................................................ Mailing Address:PO BOX 89, Green p9q,-.NY-..11944.................................................................. Phone#:631-953-3899 Email:sean@elikampground.com Preferred contact method(select one): l]Phone ❑Email ................................................................................ K���� �1� � � �'I�Y-i.N -._ {S .,$'� '{,✓ �'"`�, �'rim �. g .za...sx.._... .. ✓t.'�va„wS3 �t..<.:.,n.""'���r,a;�.,:}rc�.�.s.,.<.E a_........ ...�._.__�Y"_E��: Y.J.,.t.�.�.r3.,�a...n.:�».�,x..,xe.,z.,..,...aa:a,u��_�� ..,x.,,..:: ...x.�s.� �..�...�.a=.__� Name:Stat Fire Sprinkler,Inc Contt•actor License#:RP-47763 Mailing Address:889 S 2nd Street, Ronkonkoma, NY 11779 Phone#:631-981-8000 Email:....... greg@statfs.com .......................................................... ....... t. tld:. �"' ���� �` ♦- .a Y% `�`t '�+ - 9.ZS�ry� h{ �t� 3� � `�y 'tea'y�.: �F```��i°•`��3ie' oy3' ��`��t�``'e��-. .y 33w .?- ems'• �' Occupancy Description: ❑Assembly R Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile A Residential ❑Storage Description Vof work:Sprinkler system installation for.1.9.new cabins& 1 pavilion R New System ❑Existing System Modification � .� �� %� ffaffly�, 11 C ee a ap 1 G e a ©NFPA 13,13D or 13R System OManual RAutomatic ❑ Smoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises (local) ❑Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: varies ❑Central Station ❑Kitchen hood/exhaust ❑ Other Floor Area(sq.ft.): varies -- 1 t e� .✓ �� >�i� '�� ; r€, �, ✓ 1 _: ,��>ar.a- Yvrce yr to 4n����e�t�.�,�,,� '�t�v.,. ��'' rE�'v'��'�'. y'' �. , a �� tinaeig �arst�ir�atllr �snncdt �orthezp ��hls� wet +r�sba y:^•'a � -'Yam � ►onrt�►coRl0rm K0,aI1 cegulatops and requuow�#g� Nrthux understand that non-eozaglraurce+�Isa�dk�e 3auu nu ts�by g�tf az�yr{�f s lt�yge of# e �¢ adiduaEl►sfs itueapphcaai#an3iisQc suUbeuusolor revucafo#said pormtt< XjwuXeorat�om vlsaxdprrtntIiu � -caul nr an offs scant Shalfit�� rarilfb�i foeonaat stem woxlcfarhtelt +s errrnkwas�ssued. he3rekssuauce� a per tshati - rev W �c r uir tttc cir tq f�her gi iqa,dui iaise3 ato ►fin fi tnad t sa r nrr�h sie�sa las n m attbr cn$it 5 h� uP g � tfP 2 1� Application Submitted By(print name): Sean Magnuson t]Authorized Agent ®Owner Company(if applicable): HNF Resorts LI LLC ........................................................................................................................................... Applicant Signature: Date: 12/8/23 FIRE PROT � ON SYSTEM P IT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER.SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION HOOT}&EXHAUST SYSTEMS SUBMIITTAL GUIDELINES FEES A$300 permit fee is required for a non-residential permit.A$100 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. s`WE t`s.. ..q. 4` "G'`'!S« h.s •a r r- .. r......E .:� .. . L H Pew .• , f�, � �,'; Dae�� �� Esc �ate:.. 2 q�c,1lFfOlK�o TOWN OF SOUTHOLD-FIRE MARSHAL . Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only RJUN C Il� I� �11J I5 ri aPERMIT NO. q63q ® �Ai d spector: 13 2022 ID Applications andfo>t ins must befilled out�n'their entirety Incomplete ' gOiLpING nEPT. apphcat�ons'will not be,accepted WORK IS NOT TO-BE STARTED?prior TOWN OF SODTHOLD ;totlie approvalxpf plans°and issuancell of§a permit y Hasa building permit been obtained for this project? ❑Yes ❑No If yes,building permit# Date: a a PRO,)rETa ORIVIATION. ,ddU r `r3 ; „„ E. _ ._.a1 " Project Address: rcw- v� SCTM# 1000- -- City Zip V qI l-1-9 7tf ' t a x CONS AG' rPERSON�INRO MA TION �, §xz a ti» naa�k. t*x di3''t',. Name:�'C�..[.1�...�..._._.__._.�.r._.._�....._......w..�.�_....,..... Mailing Address: Phone#: Email: Preferred contact method(select one): hone ❑Email Name:�•�^ ` 's N� Contractor License#: (� D u Mailing Addr Phone# a c, % Email S�Oi��O�K5W01�1. X y ;�K r Occupancy Description: ❑Assembly F Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑ Storage _.... _ . Description of Work: y kr-New System 13 Existing System Modification . h`aS. iri tn» ,Y M1E':,6 t §p*.4{x^ ��}i:.� �d `.. , ll Fi r e x� :F"ii S P w�lew i zru a;,F,: .i��5 74 '^ :'+ a 'ter `. ""h .�*',"k•t k, �...>:';rt S. tk�4;`s. p nkle /Standpipe/Water Supply w �� Fire Alarm/CO Detection Systems x Other Fire Protection Systems {�,F a. f M l r v i v g. (Check call that apply)' 3 5 (Check all that ,: -.'A?�.. .vo. .;�". 7: .;y.➢ v r ribs r x i.,..i�.r. E; '"" �1FPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises(local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq.ft.): . 1 t 4 .: 0-Clt'ClO�'Af�el''iZt'a(��9II ,': I,the.undersigned;understand that'the issuance of a pe[mit fortl�e.type which is herein applied foi is based on", the agrc�meat to conform to,all regylations and requirements.I further understand that non'.co`mpliance,of said re mremen'ts,by myself or aa' officer or employee o[4tgetfirm orndrvdual,listed as the appitcaat on this form,'stall be>cause fqr revocatiod f said erauf,U oa sevocatio` of sai rm� y,. t the, ::e`� "ap?'icantor�any emiploy"eeof,the applicant shalixber prohibited to conduct each wont for which;th perms-{was issued The 1`g�ssaa ce of a :mit shallhe,� liagtlsupon,review ofthe ctfcuinstaeces leading to the�evocauon Any false statement{��made herein are;pumshable as a Class A uus`demeanor pursuant ��toASection 210 45 of-the Penal.Law ,� ,,�� � � Y. Application Submitted By(print name): UAuthorized Agent ❑Owner Company(if applicable):,r \ Applicant Signature: Date: FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. ';FORrOFF1(CE USE ONLY$ %A Paid p j ,' d � �' �� CheckNo� Am 4 �sa& .r t 7 t r a CXa 1f d4 � 3 3 �. l?er'mit No Datea, ,"Exp 'Date' m 2 i OWNER'S INFORMATION CERTIFICATE Name and address of property to be protected with sprinkler protection: tj Vzsr,c Cc, 'Name of owner: -1-(an Existing or planned construction is: Fire resistive or noncombustible O-Wood frame or ordinary (masonry walls with wood beams) Unknown Describe the intended use of the building: Cc.r,r Note regarding speculative buildings: The design and installation of the fire sprinkler system is dependent on an accurate description of the likely use of the building. Without specific information, assumptions will need to be made that will limit the actual use of the building. Make sure that you communicate any and all use considerations to the fire sprinkler contractor in this form and that you abide by all limitations regarding the use of the building based on the limitations of the fire sprinkler system that is eventually designed and installed. Is the system installation intended for one of the following special occupancies? Aircraft hangar Yes JEr-No Fixed guide way transit system Yes E] No Race track stable Yes �No Marine terminal, pier or wharf Yes ® No Airport terminal Yes No Aircraft engine test facility Yes ® No Power Plant Yes ® No Water-cooling tower Yes [R No If the answer to any of the above is "yes", the appropriate NFPA standard should be referenced for sprinkler density/area criteria. Indicate whether any of the following special materials are intended to be present: Flammable or combustible liquids Yes 0 No Aerosol Products Yes El No Nitrate film ❑ Yes [Zj No Pyroxylin plastic Yes '® No Compressed or liquefied gas cylinders ❑ Yes No Liquid or solid oxidizers ❑ Yes ,® No Organic peroxide formula Yes .® No Idle pallets Yes No 1/1/2018 Owner's Information Certificate Page 1 of 2 y _ , If the answer to any of the above is "yes", describe type, location, arrangement and intended maximum quantities. Indicate whether the protection is intended for one of the following specialized occupancies or area: Spray area or mixing room ❑ Yes C7A No Solvent extractions ❑ Yes ® No Laboratory using chemicals ❑ Yes No Oxygen-fuel gas system for welding or cutting ❑ Yes No Acetylene cylinder charging ❑ Yes No Production or use of compressed or liquefied gases ❑ Yes ®'No Commercial cooking operation ❑ Yes [a No Class A hyperbaric chamber ❑ Yes No Cleanroom ❑ Yes No Incinerator or waste handling ❑ Yes ® No Linen handling system ❑ Yes ] No Industrial Furnace ❑ Yes No Water-cooling tower ❑ Yes 0 No If the answer to any of the above is "yes", describe type, location, arrangement and intended maximum quantities.. Will there be any storage of products for 12 ft. (3.6 m) in height? ❑Yes 12-No If the answer is "yes", describe products, intended storage arrangement and height. Will there be any storage of plastic, rubber or similar products over 5 ft. (1.5m) high except as described above? ❑Yes�E3-Pdo If the answer is "yes", describe products, intended storage arrangement and height. Is there any special information concerning the water supply? ❑Yes 15kNo If the answer is "yes," provide the information, including known environmental conditions that might be responsible for corrosion, including microbiologically influenced corrosion (MIC). I certify that I have knowledge of the intended use of the pr arty and that the above infor a rn is correct. Signature of owner's representative or agen : Date: Name of owner's representative or agent completing certificate (print): A&!!A Relationship and firm of agent(print): I we 1/1/2018 Owner's Information Certificate Page 2 of 2 L J "7g63 Bulletin 034 May 2022 RL &Ilmabld " Model G5 Series Sprinklers Standard Spray, Flat Concealed Pendent Available with Gasketed Cover Plate Features • Standard Coverage,Concealed Pendent(K2.8,4.2,5.6,&8.0 [40,60,80,&115 metric]) • Flat concealed cover plate available in a variety of finishes. • Available with Stainless Steel Clad cover plate(see Table 1). • 3/4-inch(19 mm)cover plate adjustment. • Cover plate available with optional gasket. Model G5 Cover Plate Model G5 Cover Plate Product Description with QR Gasket Model G5 series sprinklers are standard coverage,flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets.All ' Model G5 series sprinklers use a fusible-link operating element. The sprinklers are offered with a standard Model G5 cover plate, a Model G5 cover plate with a quick-response(QR)gasket,or a Model G5 cover plate with a standard-response(SR)gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in Model G5 Cover Plate dust free environments such as clean rooms. with SR Gasket Model G5 sprinklers must only be used with the Model G5 cover Note:Gasket material is silicone rubber, available in white only. plate listed or approved with the sprinkler.Table A provides a summary of available Model G5 series sprinklers,along with Listing and Approval information for each sprinkler and cover plate combination. Model G5 Series Sprinkler Summary K-Factor Listings Max.Working Sprinkler Sprinkler, „� Cover Plate Model, - gpm/psi and Sensitivity Pressure Identification Model (L/min/bar"�) Approvals psi(bar), Number(SIN),. G5 cULus QR G5-28 (40) G5 QR Gasket cULus QR SIR 175(12) RA3411 G5 SR Gasket cULus, FM SR 4.2 G5 G5-42 (60) G5 QR Gasket cULus QR 175(12) RA3413 G5 SR Gasket cULus SR G5 cULus QR 250(17) FM, LPCB,VdS, CE SR 175(12) G5-56 (80) G5 QR Gasket cULus QR 250(17) RA3415 G5 SR Gasket cULus SR 250(17) FM SR 175(12) 5.6 G5 G5-56 300 (80) G5 QR Gasket cULus QR 300(21) RA4014 G5 SR Gasket cULus SR 8.0 G5 G5-80 ($15) G5 QR Gasket cULus QR 175(12) RA3412 G5 SR Gasket cULus SR G5-80F (815) G5 SR Gasket FM SR 175(12) RA3417 www.reliablesprinkler.com ConcealedModel G5-28 Standard Coverage, Pendent Sprinkler SIN RA341'i Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74-C) Threads:112"NPT or ISO 7-1 131/2 212°F(100-C) Nominal K-Factor:2.8(40 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table B) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket(cULus only) Levers:Bronze Alloy Model G5 SR Gasket �— Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table 1) Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 r Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light Hazard only) FM Approved Model 135-28 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link 3/4"(19 mm)Max. - ������� 3/16"(5 mm) Deflector(retracted) l Cover Plate Adjustment Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16 (84 mm)Dia. V Ceiling Model G5-28 Sprinkler Sensitivity F11 01 rMa Listing or.Approval Agency Cover Plate Model cULUS FM G5 QR SR 7 G5 QR Gasket QR -- G5 SR Gasket SR SR QR:Quick-response SR:Standard-response Bulletin 034 Page 2 of 9 May 2022 eliab d www.reliablesprinkler.com StandardModel G5-42 - Technical Specifications Sprinkler Temperature Ratings - Style:Flat Concealed Pendent 165°F(74°C) Threads: /z"NPT or ISO 7-1 R+/z 212°F 100-C ( ) ` Nominal K-Factor:4.2(60 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table C) .Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table I) � Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light Hazard only) Model G5-42 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link Pill 3/4"(19 mm)Max. 3/16"(5 mm) Deflector(retracted) � Cover Plate Adjustment Pin(extended) (extended) Deflector Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-42 Sensitivity - Listing or Approval Agency Covey Plate Model cULus, G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR:Standard-response Bulletin 034 Page 3 of 9 May 2022 RelRabld www.reliablesprinkler.com r r Model G5-56 Standard Coverage,Concealed Pendent Sprinkler SIN RA3415' Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2"NPT or ISO 7-1 131/2 2127(100°C)(cULus,FM,LPCB,CE only) Nominal K-Factor:5.6(80 metric) Sensitivity s Max.Working Pressure: (See Table D) 175 psi(12 bar) Cover Plates 250 psi(17 bar)(cULus only) Model G5 Material Specifications Model G5 QR Gasket(cULus only) Fusible Link:Beryllium Nickel Model G5 SR Gasket(cULus and FM only) ,^a Sprinkler Body:Brass Alloy o� Cover Plate Finishes Levers:Bronze Alloy Yoke:Brass Alloy (See Table I) Sealing washer:Nickel with PTFE Sprinkler Wrench Load Screw:Bronze Alloy Model W3 Towers:Copper Alloy Model FC Pins:Stainless Steel Listings and Approvals S F c Deflector:Bronze Alloy cULus Listed(Light&Ordinary Hazard only) ` ++ Cup:Steel FM Approved LPCB Approved ' VdS Approved[165°F(74°C)only] CE Listed(2831-CPR-S2062) Model G5-56 Sprinkler Components and Dimensions - 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower ������� Fusible Link 3/4"(19 mm)Max. it 3/16"(5mm) Deflector(retracted) �.I Cover Plate Adjustment Pin(extended(extended ) ) Deflector Model G4/G5 Cover Plate a(84mm) Ceiling Model G5-56 Sensitivity Listing or Approval Agency Cover Plate Model cULus' FM LPCB,VdS,CE G5 QR SR SR G5 QR Gasket QR -- -- G5 SR Gasket SR SR -- QR:Quick-response SR:Standard-response Bulletin 034 Page 4 of 9 May 2022 e - www.reliablesprinkler.com ti. 'Model . 300 Standard Coverage,Concealed Pendent SprinklerR.41 a Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) � # Threads:1/2"NPT or ISO 7-1 R+/2 212°F(100°C) Nominal K-Factor:5.6(80 metric) Sensitivity Max.Working Pressure:300 psi(21 bar) (See Table E) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket s Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) rill o Load Screw:Bronze Alloy 3 ej� Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body cup Ceiling .....�. Tower Fusible Link 1 3/4"(19 mm)Max. - Deflector(retracted) ,.; Cover Plate Adjustment Pin(extended) Deflector(extended)—�— �z^�� Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-56 300 Sensitivity .. Listing;or Approval Agency 'Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response, Bulletin 034 Page 5 of 9 a May 2022 18 www.reliablesprinkler.com Model :0 Standard a Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165-F(74-C) Threads:3/4"NPT or ISO 7-1 R3/4 212-F(100-C) Nominal K-Factor:8.0 115 metric ' ( ) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table F) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy �", c Towers:Copper Alloy Sprinkler Wrench o .0 Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link I 3/4"(19 mm)Max. Deflector(retracted) �. Cover Plate Adjustment 3/16"(5 mm) Pin(extended)----' Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(8�Dla. Ceiling Model G5-80 Sensitivity .• - Listing or Approval Agency ''Cover-Plate Model G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 — Page 6 of 9 May 2022 www.rellablesprinkler.com Y 'Model :1 .. • Coverage,Concealed Pendent SprinklerRA3417 b Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:3/4"NPT or ISO 7-1 133/4 212°F(100°C) Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) Standard Response Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 SR Gasket Levers:Bronze Alloy Cover Plate Finishes Yoke:Brass Alloy (See Table 1) Sealing washer:Nickel with PTFE Load Screw:Bronze Alloy Sprinkler Wrench f ' Towers:Copper Alloy Model W3 Pins:Stainless Steel Model FC Deflector:Stainless Steel Listings and Approvals Cup:Steel FM Approved Model G5-80F Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link I ;; 3/4"(19 mm)Max, I I ....... II Deflector(retracted) �. I Cover Plate Adjustment ������� 3/16 (5 mm) Pin(extended)— Deflector(extended) ) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80F Sensitivity .. - Listing or Approval Agency, Cover Plate Model FM G5 SR GSSR Gasket SR SR:Standard-response Bulletin 034 e1ia Page 7 of 9 May 2022 www.reliablesprinkler.com Installation Dimensions and Cover Plate Information 411 Min:to Max. Min:to Max. Recommended Dropped Cover Plate Cover Plate Cover Plate Face of Fitting Hole Diameter in Deflector Temperature Cover Plate Diameter Adjustment to., Distance Rating Model Inch Inch Ceiling(') Inch below Ceiling °F. (mm) (mm) (mm) Inch Inch - (mm) mm G5 3-5/16 (84) 135°F(3) 3-1'/1 E (57°C) G5 QR Gasket(2) (94) 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (67) (19) (38 to 57) (6 to 25) or 4) C- G5 SR Gasket�2) (101 mm) (74 (74 ) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket.Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 3. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 4. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(66°C). Cover Plate Finishes(')(2) . 0 ' Listing &Approval Agencies Standard Finishes Special Application Finishes White Paint Off-White Paint Individual Model G5 series sprinkler may be listed or approved by Chrome(4) Black Paint the following agencies: Custom Color Paint(Specify)(') Underwriters Laboratories, Inc.and UL Canada(cULus) Raw Brass(Lacquered) Listing Cate go Sprinklers,Automatic and O en Bright Brass(4) Guide Number VN V p Finished Bronze(4) Satin Chrome(4) FM Approvals(FM) Stainless Steele(4) � Loss Prevention Certification Board(LPCB) Custom Printed VdS Schadenverhiltung GmbH (VdS) Notes: EC-Certificate of Conformity 0832-CPD-2062(CE) 1. Paint or any other coating applied over the factory finish will void all See Table A and the individual sprinkler data sheets in this Bulletin approvals and warranties. for listings and approvals applicable to each sprinkler. 2. Cover plates do not carry corrosion resistant listings or approvals. 3. Custom color paint is semi-gloss unless specified otherwise. 4. Not listed for use with QR sealing gasket. 5. Stainless steel clad cover plates are Type 316 Stainless Steel on the Installation finished side and C102 Copper Alloy on the back side. Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Application Data Sheets,and the requirements of applicable authorities Model G5 series sprinklers are standard coverage,flat plate having jurisdiction. Model G5 series sprinklers must not be concealed pendent sprinklers.The sprinklers are intended for installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed use in accordance with NFPA 13 and FM Global Property Loss following installation. Prevention Data Sheets,as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are shipped with awrench-able protective cap that should remain on the sprinkler until the Model G5 series sprinklers are available as either Quick-response sprinkler system is placed in service following construction. (QR)or Standard-response(SR)depending on the approval Model G5 series sprinklers can be installed without removing agency and cover plate selected. the wrench-able protective cap using the Model W3 wrench. Alternatively, Model G5 series sprinklers can be installed using Model G5 series sprinklers use Model G5 flat cover plates. Model the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler.The use of any other wrench G5 QR Gasket and G5 SR Gasket cover plates are available to to installed Model G5 series sprinklers is not permitted and may limit air and dust movement through the ceiling. damage the sprinkler. Bulletin 034 Page 8 of 9 May 2022 Reliabi www.reliablesprinkler.com Model FC Model W3 For use with Model G5 Series sprinklers For use with Model G5 Series sprinklers with without wrench-able cap installed wrench-able cap installed Fully insert the Model W3 wrench over the cap until it reaches Replace any sprinkler or cover plate which has been,painted(other the bottom of the cup,or the Model FC wrench over the sprinkler than factory applied). Properly installed Model G5 cover plates will until the wrench engages the body. Do not wrench any other have an air gap that is required for proper operation, do not seal part of the sprinkler/cup assembly.The Model W3 and FC the gap or paint the cover plates. Model G5 series sprinklers have wrenches are designed to be turned with a standard 1/2"square holes in the cup that must remain unobstructed. drive.Tighten the sprinkler into the fitting after applying a PTFE Replace any sprinkler which has been damaged.A stock of spare based thread sealant to the sprinkler's threads. Recommended sprinklers should be maintained to allow quick re-placement installation torque is specified in Table J. of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Installation Torque . . - Recommended Installation Guarantee Sprinkler'Threads Torque (min.—_max.), For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, ft.lb_ N.m, and conditions,visit www.reliablesprinkler.com. '/2"NPT or IS07-1 R1/2 8-18 11-24 3/"NPT or IS07-1 R3/4 14-20 19-27 Patents Do not exceed the maximum recommended torque.Exceeding the Model G5 series sprinklers may be covered by one or more of the maximum recommended torque may cause leakage or impairment following patents: of the sprinkler. Use care when inserting or removing the wrench U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent from the sprinkler to avoid damage to the sprinkler. 8,776,903, U.S. Patent 9,248,327 Install the cover plate by hand,pushing and then turning the cover Ordering Information in the clockwise direction until-it is tight against the ceiling. For Specify the following when ordering. Model G5 QR Gasket and Model G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt Sprinkler only.Do not glue the gasket in place or allow the gasket to overlap • Model[G5-28][G5-42][G5-56] [G5-56 300] both the cover plate and the flange of the skirt. [G5-80][G5-80F] • Temperature Rating[1650F(740C)][212°F(100°C)] Maintenance • Threads[NPT or ISO 7-1] Reliable Model G5 series sprinkler should be inspected and the Cover Plate sprinkler system maintained in accordance with NFPA 25, as well • Model[G5,G5 QR Gasket,G5 SR Gasket] as the requirements of any Authorities Having Jurisdiction. • Finish(See Table 1) Prior to installation,sprinklers should remain in the original cartons Sprinkler Wrench and packaging until used. This will minimize the potential for • Model W3 damage to sprinklers that could cause improper operation or non- • Model FC operation. Do not clean sprinklers with soap and water,ammonia liquid or any N other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. rn rn rn z o= Bulletin 034 Page 9 of 9 May 2022 Rellablil www.reliablesprinkler.com Reliable Automatic Sprinkler Co., Inc. Reliable Manufacturers&Distributors of Fire Protection Equipment Engineering Specification Model G5 Series Quick Response Automatic Sprinklers Recommended CSI MasterFormat Specification Location: 21 13 13, Wet Pipe Sprinkler Systems (formerly 13930) Flat concealed pendent sprinklers shall be [cULus Listed quick response] [FM Approved standard response]. Sprinkler to be of bronze frame construction with drop down deflector and [1650F (74°C)] [212°F (1000C)] fusible solder link assembly. Water seal construction shall utilize Belleville spring seal coated with Teflon film on both sides. Concealed pendent sprinkler shall have a nominal K-factor of [2.8 gpm/psi"2 (40 I/min/bar'/2) —small orifice] [4.2 gpm/psi'/2 (60 I/min/bar'/2) -small orifice] [5.6 gpm/psi'/2 (80 I/min/bar'/2) -standard orifice] [8.0 gpm/psi'/2 (115 I/min/bar'/2) — large orifice] and have ['/" NPT] [R'h] [3/" NPT] [R3/] thread. Sprinklers shall have a rated working pressure of [175 psi (12 bar)] [250 psi (17 bar)] [300 psi (21 bar)]. Flat cover plate assembly construction shall consist of brass cover plate attached to copper alloy skirt using [1350F (570C)] [165°F (74°C)] ordinary temperature classification solder. Concealed pendent sprinklers shall be low profile, having a maximum installation dimension of 2%" (57 mm) at full cover plate adjustment. Cover plate shall attach to sprinkler cup assembly by a threaded engagement providing 3/" (19 mm) of cover plate adjustment. Cover plate design shall be [White Painted] [Chrome] [Special Finish —specify]. A secure, factory installed protective cap shall be provided and shall be capable of preventing paint, joint compound, and other foreign matter from getting between and into the sprinkler cup assembly. The protective cap shall be wrench-able and remain on the sprinkler until the sprinkler system is placed in service. Sprinklers shall be of the Model G5 Series. Refer to Reliable Bulletin 034 for associated sprinkler identification number (SIN) with respect to style, orifice size and thread combination. 103 Fairview Park Drive 1470 Smith Grove Road Elmsford, New York 10523 Liberty, South Carolina 29657 Phone: 914-829-2042 Phone: 864-843-1700 Toll Free: 800-821-2138 www.reliablesprinkler.com Toll Free: 800-821-2138 Reliable Automatic Sprinkler Co., Inc. Reliable Manufacturers&Distributors of Fire Protection Equipment Engineering Specification ' Model DH56 Quick Response Extended Coverage Horizontal Sidewall Automatic Sprinklers Recommended CSI MasterFormat Specification Location: 21 13 13, Wet Pipe Sprinkler Systems (formerly 13930) Sprinklers shall be quick-response extended coverage concealed horizontal sidewall sprinklers that are cULus Listed for Light Hazard occupancies. Sprinklers to be of bronze frame construction with a special deflector capable of providing a discharge over a coverage area of 28 ft (8.5 m) wide, and 10 ft (3 m) long horizontal throw. Water seal assembly shall consist of a PTFE coated Belleville spring washer and machined brass cup with 3 mm glass bulb containing no plastic parts. Installation shall permit sprinkler deflectors to be positioned 4 in (102 mm) to 12 in (305 mm) below the ceiling. Sprinklers shall have a nominal K-factor of 5.6 gpm/psi"2 (80 I/min/bars/2) and '/" NPT thread. Sprinkler temperature rating shall be [155T (68°C)] [200°F (93'C)]. Rated working pressure shall be 250 psi (17.2 bar). Standard finish: [White] [Chrome] [Bronze] [Special Finish —specify]. Quick-response extended coverage horizontal sidewall sprinklers shall be Reliable Model DH56, SIN RA1564, Reliable Bulletin 015. For recessed horizontal sidewall sprinklers: (Recessed escutcheon assembly shall be a two-piece escutcheon of push-on and thread off design with %" (13mm) adjustment.) (Recessed escutcheon assembly shall be a two-piece "friction fit" escutcheon with '/" adjustment.) Standard finish: [White] [Chrome] [Bright Brass] [Special finish— specify]. For concealed horizontal sidewall sprinklers: Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a '/" (13mm) cover plate adjustment. Cover plate temperature rating shall be [135°F (570C)] [1650F (740C)]. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color—specify]. 103 Fairview Park Drive 1470 Smith Grove Road Elmsford, New York 10523 Liberty, South Carolina 29657 Phone: 914-829-2042 Phone: 864-843-1700 Toll Free: 800-821-2138 www.reliablesprinkler.com Toll Free: 800-821-2138 : • ws� NFFW FIRE WSPRINKLER/ NY Project Name: Eastern LI Kampground—690 Queen Street, Green port,NY 11944 Submittal Item: Lansdale Powerball 300 Tamper Switch Submittal# 2334-02 Date: 2.1.24 MEP Name&Address: Condon Engineering 1755 Sigsbee Rd Mattituck,NY 11952 631-298-1986 Contractor Name&Address: The Abraham Group 1000 Fifth Street, Ste 408 Miami Beach,FL 33139 Supplier Name: STAT Fire Sprinkler,Inc. 889 South 2nd Street Ronkonkoma,NY 11779 TeI.: 631-981-8000 Fax: 631-737-3884 Manufacturer: Lansdale FEB - 1 2024 $l41LSt �'i t;vo14A I 889 South 2nd Street•Ronkonkoma,New York 11779 Tel.: 631.981.8000 -Fax: 631.737.3884 Greg@STATFS.com . , . POWERBALL 300 www.LansdaleValve.com (THREADED ENDS) w MODEL LPBTum AMVM _ r FEATURES. • Rated 300 psi • Integral tamper switch I • UL Listed/FM Approved • Eliminates water hammer • Indoor/Outdoor use • Slow open/Slow close LPBT (THREADED ENDS) 1" thru 21/2" 4.85 � _ •�6D� � `ems �%�j5D�} 300 CR M q DIMENSIONSMATER IAL LIST MAIN (THREADED NUMBER :`' NAME MATERIAL 1 BODY BRONZE ASTfiA 564 Ca3600 A 2.13 2.63 2.87 3.25 4.49 2 DISC SS304 H 4.94 513 5.59 613 6.58 3 HANDWHEEL ASTM A216 WCB L 1.56 1.94 239 2.76 3.41 4 SEAT ASTM D2006 VITON 5 INDICATOR POWDER METAL FD205 95HT M 1.75 217 2.37 311 3.78 6 HOUSING BRASS ASTM B16 C36000 7 COVER BRASS ASTM B16 C36000 www.LansdaleValve.com Revision:8/2020 POWERBALL 300 �Tflfi NJ WWI US www.LansdaleValve.com (GROOVED ENDS) MODEL-LPBG @ FM Ism 0`1109E0 s. �ifill��liR FEATURES: • Rated 300 psi • Integral tamper switch i • UL Listed/FM Approved • Eliminates water hammer s ` • Indoor/Outdoor use •Slow open/Slow close .yt�f LPBG (GROOVED ENDS) 11/4" thru 21h" 4.85 No too _.__ NtYiffrY" —ltt`tiltY' Q,y f I.. � -•.I1LR 1 L 300ItWP -— O , ! rrrr rr r • rr A DIMENSIONSMATERIAL LIST MAIN (GROOVED NUMBER NAME MATERIALENDS) 1 BODY BRONZE ASTM 584 C83600 2 DISC SS304 A 3.86 4.02 4.09 4A9 3 HANDWHEEL ASTM A216 WCB H 5.20 5.47 6.07 -6.58 4 SEAT ASTM D2000 VITON P 0.63 0.63 0.63 0.63 S INDICATOR POWDER METAL FD205 95HT O 0.31 0.31 0.31 0.31 6 HOUSING BRASS ASTM B18 C36000 M 1.54 1.78 2.25 2.72 7 COVER BRASS ASTM B16 C38000 L 1.67 1.90 2.37 2.87 www.LansdaleValve.com Revision:8/2020 I Irk TM IMO - REV1-510 Installation, Maintenance &Operating Instructions POWERBALL 300 • LPBT& LPBG SERIES LoTEo , FM 1" — 2 IP'; THREADED 13/4"-2 7/2" GROOVED FEATURES INSTALLATION 1. All sizes have been UL/FM certified and rated 1. The valve can be installed in any orientation to 300 psi. in a piping system with standard ASME 131.20.1 NPT or standard roll or cut grooved 2. All valves have an integral pre-wired pipe. supervisory tamper switch assembly.The 2. When threading to pipe,apply adequate tamper switch signals movement of the valve pipe sealants, use a wrench to clamp on the disc from the full open position,when hexagon end of the valve. correctly wired. 3. The tamper has two switches:switch-1 has dual leads on the terminals.This switch is 3. Switch rating: 10 Amps/115 VAC-601-lz used for connection of the supervisory circuit 0.5 Amps/28 VDC of a listed fire alarm control panel. Switch 2 has a single lead and used for 4. All vlaves are furnished with tamper switch connection of auxiliary equipment.All the assemblies for indoor and outdoor use. unused wires need to be capped with lead nuts and tucked into a jucntion box.All S. A 3/4 turn valve with slow closing and connections need to be reviewed and opening will prevent water hammer and approved by the AHJ. shock from damaging the fire protection 4. A No.14 green wire is fixed inside the switch system. housing. It is provided as a ground for the housing. MODEL LPBT LPBG S. Installation must comply with NFPA 13 and NFPA 72. TYPE Threaded end Grooved end 6. The valves are intended for use with ANSI 300 PSI 300 PSI B36.10 Schedule 40 and/or Schedule 80 pipe, RATING PN20 2065KPa PN20 2065KPa sizes 1", 1-3/4", 1-1/2 2" and 2-3/2" 1", 1-1/4", ,. „ 1-3/4 , 1-3/2 SIZE 1-1/2 , 2" 2,� 2-3/2)2-3/2» i IL I 65fQ,12 LPBT(Threaded Ends) i soo �Sp� PASRI)t EN 1 PP .AC in . 8 i�t n V}es I 4 300�CWP -1- 4 65+0 12 LPBG(Grooved Ends) �gpW, � I I I / 300ICIP - - e MAIN DIMENSIONS-UNIT:INCHES MATERIAL LIST LP BT(Threaded Ends) NO. NAME MATERIAL SIZE V 1-W 1-W r 2-]n" 1 BODY BRONZE ASTM S84 C83600 A 2.13 2.63 2.87 3.25 4.49 2 DISC SS304 H 4.94 S.13 S.S9 6.13 6.S8 3 HANDWHEEL ASTM A216 WCB L 1.56 1.94 2.19 2.76 3.41 4 SEAT ASTM D2000 VITON M 1.75 T 2.17 2.37 1 3.11 1 3.78 5 INDICATOR POWDER METAL FDO205 95HT LPBG(Grooved Ends) 6 HOUSING BRASS ASTM B16 C36000 SIZE 1" 1-w 1-w- r 2-V2- 7 COVER BRASS ASTM B16 C36000 A 3.86 4.02 4.09 4.49 NOTE: H S.20 5.47 6.07 6.58 • Grooved ends to AW WA C606 for steel pipe. P 0.63 0.63 0.63 0.63 O 0.31 0.31 031 0.31 • Packing Gland with Adjustable Glands shall be accessible for M 1.54 1.78 2.2S 2.72 tightening stem seals without the disassembly of the valve or L 1.67 1.90 2.37 2.87 operator parks U.S.Patented 6629.683.62 WIRING DIAGRAM SWITCH SHOWN POSITION WITH VALVE IN FULL OPEN SWITCH 1:DUAL LEADS SOLDERED TO SWITCH TABS BLACK SUPERVISORY TO NEXT INDICATOR CIRCUIT OF A OR LISTED FIRE ALARM NC END-OF-LINE RESISTOR CONTROL PANEL WHITE COMMON I i i NO RED SWITCH 2:SINGLE LEADS SOLDERED TO SWITCH TABS ORANGE AUXILIARY EQUIPMENT NC VOLTAGE BLUE ,4 SOURCE COMMON NO YELLOW Green wire is provided as ground for the switch housing. Switch rating:10 Amps/115 VAC-60Hz,0.5 Amps/28 VDC SUPERVISORY TAMPER SWITCH (FOR INDOOR/OUTDOOR USE) W EUC7RIGL CONDIAT • - o ;a r y O • y� r7C'lWfR O (311 • r ZULUWW JU=0N Imo( Installation must comply with NFPA 13 and NFPA 72. Cap unused leads with wire nuts and tuck into a jucntion box(not provided). Agent: 44 NFPA® FIRE SPRINKLER/ NY Project Name: Eastern LI Kampground—690 Queen Street, Green port,NY 11944 Submittal Item: Lansdale Residential Riser Model 200M Submittal# 2334-01 Date: 2.1.24 MEP Name&Address: Condon Engineering 1755 Sigsbee Rd Mattituck,NY 11952 631-298-1986 Contractor Name&Address: The Abraham Group 1000 Fifth Street, Ste 408 Miami Beach,FL 33139 Supplier Name: STAT Fire Sprinkler, Inc. 889 South 2nd Street Ronkonkoma,NY 11779 Tel.: 631-981-8000 Fax: 631-737-3884 Manufacturer: Lansdale 889 South 2nd Street-Ronkonkoma,New York 11779 Tel.: 631.981.8000 •Fax: 631.737.3884 Greg@STATFS.com �~ LANSDALE® RESIDENTIAL RISER �$ FM O O LV VALVE MANUFACTURING CORP. MODEL LV-700M, 725M, 750M, 200M E1C15 6 APPROVED Ball Valve FEATURES: 0. a°;'NI� , '., • Lead-free stainless steel body construction with all brass trim _,tP„p,5,. ., • Indoor/outdoor use • Factory pressure tested at 200 PSI (13.8 bar) • NPT(female x female)or groove x groove connections • Slim design allows for easy installation • Optimum sensitivity is assured through a dedicated Ball Valve&PRV FM Approved/UL and ULC Listed water flow detector • Choice of 4 kinds of trim • Test and drain with optional Field Adjustable PRV,available nominal K-Factor:2.8,4.2,5.6,8.0,11.2,14.0(available on 1-1/4"-2"size units only), and 25.2(available on 1-1/2"and 2"size units only) �o F .37" A Test&Drain UL USTED No.on5816 C FLOOR CONTROL VALVE a AND TEST ASSEMBLY ® Q a p_ d m .71" 75" 1.56" Test&Drain&PRV 9.55' Model • ^$e icy a 1 100M .75 • 1-1/4 125M 1.02 I � 1-1/2 150M 1.02 7 2 200M 1.02 PROJECT- APPROVAL STAMP PROJECT: ❑ APPROVED ADDRESS: ❑ APPROVED AS NOTED ENGINEER: ❑ NOT APPROVED SUBMITTAL DATA: REMARKS: NOTES 1: NOTES 2: www.LansdaleValve.com Revision:11/2023 „J. Bulletin 034 February 2021 Rei la u; bidModel G5 Series Sprinklers Standard Spray,Flat Concealed Pendent Available with Gasketed Cover Plate Features • Standard Coverage,Concealed Pendent(K2.8,4.2,5.6,&8.0 [40,60,80,&115 metric]) • Flat concealed cover plate available in a variety of finishes. • Available with Stainless Steel Clad cover plate(see Table 1). • 3/4-inch(19 mm)cover plate adjustment. Cover plate available with optional gasket. Model G5 Cover Plate Model G5 Cover Plate Product Description with QR Gasket Model G5 series sprinklers are standard coverage,flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets.All ' Model G5 series sprinklers use a fusible-link operating element. ' The sprinklers are offered with ar standard Model G5 cover plate, a Model G5 cover plate with a quick-response(QR)gasket,or a Model G5 cover plate with a standard-response(SR)gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in Model G5 Cover Plate dust free environments such as clean rooms. with SR Gasket Model G5 sprinklers must only be used with the Model G5 cover Note:Gasket material is silicone rubber,available in white only. plate listed or approved with the sprinkler.Table A provides a summary of available Model G5 series sprinklers,along with Listing and Approval information for each sprinkler and cover plate combination. Model G5 Series Sprinkler Summary '• K-Factor Listings Max.Working Sprinkler Sprinkler gpm/psivs Cover Plate and Sensitivity Pressure Identification Model (L/min/bar”2) Model Approvals psi(bar) ._ Number(SIN) G5 cULus QR FM SIR G5-28 2.8(40) G5 QR Gasket cULus QR 175(12) RA3411 G5 SR Gasket cULus, FM SR 4.2 G5 G5-42 (60) G5 QR Gasket cULus QR 175(12) RA3413 G5 SR Gasket cULus SR cULus QR 250(17) 5.6 G5 FM, LPCB,VdS,CE SR 175(12) G5-56 (80) G5 QR Gasket cULus QR 250(17) RA3415 cULus SR 250(17) G5 SR Gasket FM SR 175(12) G5-56 300 (80) G5 QR Gasket cULus QR 300(21) RA4014 G5 SR Gasket cULus SR G5 G5-80 (81 5) G5 QR Gasket cULus QR 175(12) RA3412 G5 SR Gasket cULus SR G5-80F (8.0 G5 SR Gasket FM SR 175(12) RA3417 www.reliablesprinkler.com Model G5-28 Standard Coverage,Concealed Pendent Sprinkler SIN RA341 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165-F(74°C) Threads:1/2"NPT or ISO 7-1 R+/2 212-F(100°C) Nominal K-Factor:2.8(40 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table B) ' Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket(cULus only) Levers:Bronze Alloy Model G5 SR Gasket ° Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE Load Screw:Bronze Alloy (See Table I) Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals ' cULus Listed(Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia, Threads Body Cup Ceiling Tower Fusible Link 3/4"(19 mm)Max. - ������� 3/16"(5 mm) Deflector(retracted) I I I Cover Plate Adjustment Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-28 Sprinkler Sensitivity .. - Cover Plate Model Listing or Approval Agency cULus FM G5 QR SR 7 G5 QR Gasket QR -- G5 SR Gasket SR SR QR:Quick-response SR:Standard-response Bulletin 034 Page 2 of 9 February 2021 R4011abild www.reliablesprinkler.com J- ModelStandard Coverage, Concealed PendentSprinklerSIN - 1 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165-F(74"C). Threads:1/2"NPT or ISO 7-1 R1/2 212°F(100°C) Nominal K-Factor:4.2(60 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table C) 1iPF�� Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench q:• c ' Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light Hazard only) \ Model G5-42 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. - Deflector(retracted) I ;; Cover Plate Adjustment 3/16"(5 mm) Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(8�Dia. Ceiling Model G5-42 Sensitivity .. - Listing or Approval Agency Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR:Standard-response Bulletin 034 Page 3 of 9 February 2021 eTomm www.reliablesprinkler.com Model G5-56 Standard Coverage,Concealed Pendent Sprinkler SIN RA3415 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2"NPT or ISO 7-1 131/2 212°F(100°C)(cULus,FM,LPCB,CE only) Nominal K-Factor:5.6(80 metric) Sensitivity Max.Working Pressure: (See Table D) 'f 175 psi(12 bar) Cover Plates 250 psi(17 bar)(cULus only) Model G5 Material Specifications Model G5 QR Gasket(cULus only) i Fusible Link:Beryllium Nickel Model G5 SR Gasket(cULus and FM only) ;mr � Sprinkler Body:Brass Alloy Levers:Bronze Alloy Cover Plate Finishes Yoke:Brass Alloy (See Table I) Sealing washer:Nickel with PTFE Sprinkler Wrench Load Screw:Bronze Alloy Model W3 Towers:Copper Alloy Model FC Pins:Stainless Steel Listings and Approvals Deflector:Bronze Alloy cULus Listed(Light&Ordinary Hazard only) . Cup:Steel FM Approved LPCB Approved f/ VdS Approved[165°F(74°C)only] CE Listed(2831-CPR-S2062) Model G5-56 Sprinkler Components and Dimensions ' 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower """` .,1. _6 Fusible Link I 3/4"(19 mm)Max. - Deflector(retracted) �.; Cover Plate Adjustment ;;;;;;; 3/16"(5 mm) Pin(extended) Deflector(extended)--- ��^_ • Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-56 Sensitivity Listing or Approval Agency Cover Plate Model cULus FM LPCB,VdS,CE G5 QR SR SR G5 QR Gasket QR -- -- G5 SR Gasket SR SR -- QR: Quick-response SR:Standard-response Bulletin 034 Page 4 of 9 February 2021 e www.reliablesprinkler.com Model . 300 Standard Coverage, Concealed Pendent Sprinkler •41 .l Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) - Threads:1/2"NPT or ISO 7-1 R1/2 212°F(100°C) Nominal K-Factor:5.6(80 metric) Sensitivity Max.Working Pressure:300 psi(21 bar) (See Table E) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasketi" ; .• Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy r Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. - ������� 3/16"(5 mm) Deflector(retracted) .I Cover Plate Adjustment ������. Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-56 300 Sensitivity ..Cover Plate Model - Listing or Approval Agency cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR:Standard-response Bulletin 034 Page 5 of 9 February 2021 HER www.rellablesprinkler.com Model :1 Standard Coverage,Concealed Pendent Sprinkler Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:3/4"NPT or ISO 7-1 R3/4 212°F(100-C) i Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table F) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 QR Gasketr Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model W3 Deflector:Bronze Alloy Model FC Cup:Steel Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. - ������� 3/16"(5mm) Deflector(retracted) I .I Cover Plate Adjustment ������� Pin(extended) Deflector(extended)—1 Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80 Sensitivity . • Cover Plate Model Listing or Approval Agency cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR:Standard-response Bulletin 034 Hi — Page 6 of 9 February 2021 elabldwww.reliablesprinkler.com Model G5-801F Standard Coverage,Concealed Pendent Sprinkler SIN RA341 7 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74-C) " Threads:3/4"NPT or ISO 7-1 R3/4 212-F(100-C) Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure: 175 psi(12 bar) Standard Response Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5 Sprinkler Body:Brass Alloy Model G5 SR Gasket Levers:Bronze Alloy_ Cover Plate Finishes Yoke:Brass Alloy (See Table 1) Sealing washer:Nickel with PTFE Load Screw:Bronze Alloy Sprinkler Wrench Towers:Copper Alloy Model W3 Pins:Stainless Steel Model FC Deflector:Stainless Steel Listings and Approvals Cup:Steel FM Approved Model G5-80F Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower ������� Fusible Link 3/4"(19 mm)Max. - ������� 3/16"(5 mm) Deflector(retracted) ,.; I; Cover Plate Adjustment ������� Pin(extended) I Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80F Sensitivity . - Listing or Approval Agency Cover Plate Model FM G5 SR GSSR Gasket SR SR:Standard-response Bulletin 034 Page 7 of 9 February 2021 e a www.rellablesprinkler.com Installation Dimensions and Cover Plate Information •• - 1 Min.to Max. Min.to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter in Adjustment to Deflector Temperature Ceiling Distance Rating ° Model Inch Inch Ceiling0) (mm) Inch (mm) Inch below Ceiling F (mm) (mm) Inch (°C) mm G5 3-5/16 (84) 135°F(3) G5 QR Gasket(2) 3 11/16 (57-C) (94) 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (67) (19) (38 to 57) (6 to 25) or G5 SR Gasket(2) 4 165°F(4) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket.Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 3. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 4. For use with 2127(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(66°C). Cover Plate Finishes(')(Z) •• - Standard Finishes Special Application Finishes Listing $Approval Agencies White Paint Off-White Paint Individual Model G5 series sprinkler may be listed or approved by Chrome(4) Black Paint the following agencies: Custom Color Paint(Specify)(3) Underwriters Laboratories, Inc.and UL Canada(cULus) Raw Brass(Lacquered) Listing Category:Sprinklers,Automatic and Open Bright Brass(4) Guide Number:VNIV p Finished Bronze(4) FM Approvals FM Black Plated(4) pprova ( ) (4) Loss Prevention Certification Board(LPCB) Satin Chrome Stainless Steel (4) � VdS Schadenverhutung GmbH (VdS) • EC-Certificate of Conformity 0832-CPD-2062(CE) Notes: See Table A and the individual sprinkler data sheets in this Bulletin 1. Paint or any other coating applied over the factory finish will void all for listings and approvals applicable to each sprinkler. approvals and warranties. 2. Cover plates do not carry corrosion resistant listings or approvals. 3. Custom color paint is semi-gloss unless specified otherwise. 4. Not listed for use with QR sealing gasket. Installation 5. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Application Data Sheets,and the requirements of applicable authorities having jurisdiction. Model G5 series sprinklers must not be Model G5 series sprinklers are standard coverage,flat plate installed in ceilings with positive pressure in the space above. concealed pendent sprinklers.The sprinklers are intended for Ensure that the 4 slots in the cup are open and unobstructed use in accordance with NFPA 13 and FM Global Property Loss following installation. Prevention Data Sheets, as well as the requirements of the Model G5 series sprinklers are shipped with a wrench-able applicable approval agencies. protective cap that should remain on the sprinkler until the sprinkler system is placed in service following construction. Model G5 series sprinklers are available as either Quick-response Model G5 series sprinklers can be installed without removing (QR)or Standard-response(SR)depending on the approval the wrench-able protective cap using the Model W3 wrench. agency and cover plate selected. Alternatively, Model G5 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap Model G5 series sprinklers use Model G5 flat cover plates. Model during installation of the sprinkler.The use of any other wrench G5 QR Gasket and G5 SR Gasket cover plates are available to to installed Model G5 series sprinklers is not permitted and may limit air and dust movement through the ceiling. damage the sprinkler. Bulletin 034 Page 8 of 9 February 2021 a — www.reliablesprinkler.com i' Model FC Model W3 For use with Model G5 Series sprinklers For use with Model G5 Series sprinklers with without wrench-able cap installed wrench-able cap installed Fully insert the Model W3 wrench over the cap until it reaches Replace any sprinkler or cover plate which has been painted(other the bottom of the cup,or the Model FC wrench over the sprinkler than factory applied). Properly installed Model G5 cover plates will until the wrench engages the body. Do not wrench any other have an air gap that is required for proper operation, do not seal part of the sprinkler/cup assembly.The Model W3 and FC the gap or paint the cover plates. Model G5 series sprinklers have wrenches are designed to be turned with a standard 1/2"square holes in the cup that must remain unobstructed. drive.Tighten the sprinkler into the fitting after applying a PTFE Replace any sprinkler which has been damaged.A stock of spare based thread sealant to the sprinkler's threads. Recommended sprinklers should be maintained to allow quick re-placement installation torque is specified in Table J. of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Installation Torque . . - Recommended Installation Guarantee Sprinkler Threads Torque (min.—max.) For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, ft.lb N.m and conditions,visit www.reliablesprinkler.com: '/2'NPT or IS07-1 RI/2 8-18 11-24 NPT or IS07-1 R3/4 14-20 19-27 Patents Do not exceed the maximum recommended torque.Exceeding the Model G5 series sprinklers may be covered by one or more of the maximum recommended torque may cause leakage or impairment following patents: of the sprinkler. Use care when inserting or removing the wrench U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent from the sprinkler to avoid damage to the sprinkler. 8,776,903, U.S. Patent 9,248,327 Install the cover plate by hand, pushing and then turning the cover Ordering Information in the clockwise direction until it is tight against the ceiling. For Specify the following when ordering. Model G5 QR Gasket and Model G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt Sprinkler only. Do not glue the gasket in place or allow the gasket to overlap • Model[G5-28][G5-42][G5-56] [G5-56 300] both the cover plate and the flange of the skirt. [G5-80][G5-80F] • Temperature Rating[165°F(740C)][212°F(100°C)] Maintenance • Threads[NPT or ISO 7-1] Reliable Model G5 series sprinkler should be inspected and the Cover Plate sprinkler system maintained in accordance with NFPA 25, as well • Model[G5,G5 QR Gasket,G5 SR Gasket] as the requirements of any Authorities Having Jurisdiction. • Finish(See Table 1) Prior to installation,sprinklers should remain in the original cartons Sprinkler Wrench and packaging until used. This will minimize the potential for - Model W3 damage to sprinklers that could cause improper operation or non- • Model FC operation. Do not clean sprinklers with soap and water,ammonia liquid or any N 0 other cleaning fluids. Remove dust by gentle vacuuming without ti touching the sprinkler. rn rn rn z Bulletin 034 Page 9 of 9 February 2021 e �a www.reliablesprinkler.com s Reliable .Reliable Automatic Sprinkler Co., Inc. Manufacturers&Distributors of Fire Protection Equipment Engineering Specification Model G5 Series Quick Response Automatic Sprinklers Recommended CSI MasterFormat Specification Location: 21 13 13, Wet Pipe Sprinkler Systems (formerly 13930) Flat concealed pendent sprinklers shall be [cULus Listed quick response] [FM Approved standard response]. Sprinkler to be of bronze frame construction with drop down deflector and [165°F (74°C)] [2120F (100°C)] fusible solder link assembly. Water seal construction shall utilize Belleville spring seal coated with Teflon film on both sides. Concealed pendent sprinkler shall have a nominal K-factor of[2.8 gpm/psi"2 (40 I/min/bar'12) —small orifice] [4.2 gpm/psi'/2 (60 I/min/bar'/2) —small orifice] [5.6 gpm/psi'/2 (80 I/min/bar'/2) —standard orifice] [8.0 gpm/psi'/2 (115 I/min/bar'/2) — large orifice] and have ['/" NPT] [R'h] [3/" NPT] [R3/] thread. Sprinklers shall have a rated working pressure of [175 psi (12 bar)] [250 psi (17 bar)] [300 psi (21 bar)]. Flat cover plate assembly construction shall consist of brass cover plate attached to copper alloy skirt using [1350F (570C)] [165°F (74°C)] ordinary temperature classification solder. Concealed pendent sprinklers shall be low profile, having a maximum installation dimension of 2Y4" (57 mm) at full cover plate adjustment. Cover plate shall attach to sprinkler cup assembly by a threaded engagement providing 3/" (19 mm) of cover plate adjustment. Cover plate design shall be [White Painted] [Chrome] [Special Finish —specify]. A secure, factory installed protective cap shall be provided and shall be capable of preventing paint, joint compound, and other foreign matter from getting between and into the sprinkler cup assembly. The protective cap shall be wrench-able and remain on the sprinkler until the sprinkler system is placed in service. Sprinklers shall be of the Model G5 Series. Refer to Reliable Bulletin 034 for associated sprinkler identification number (SIN) with respect to style, orifice size and thread combination. 103 Fairview Park Drive 1470 Smith Grove Road Elmsford, New York 10523 Liberty, South Carolina 29657 Phone: 914-829-2042 Phone: 864-843-1700 Toll Free: 800=821-2138 www.reliablesprinkler.com Toll Free: 800-821-2138 "` >y a s<i .. > S > ,� A, cyr i�x. ^s Y 3S9 sX, 3 2> 9 "'-=F z pMpC7M C�[�MPAI.ARMS asF 5��-'4 $1 y,�ate, s` '',�,t dt i �# __ £ t a3 .r c I I IThinli ell erilcoll *ads .. .. . ...., . . lV4. ............-.....A -. ..... ..... .. :%�-.�t-.......... :::F:..,-,:,:,"., ..,...............:Ii; :T.i:,:,.I .. . ,� :-,�:-----..............-;.;-.---. ��'tK-1.1---l'...I..",..............;.F-----,. ,-",. ,-� ff; .. . 1-"""-�,,i-,,U, ;� .,:--,::-:,-.-....11....................:.F.M.M-4--l'. �� :.:.:.:-,F,--.-.;.:......,...% -*-:��:::�::::�::�;�;!!""*`.:�::. 2::.:�;.;....,..",.,.,........:.:,:,:.:;�t.;,:.:.�:.:;.2� �� .1 .,..:.L;.;:.��;,:.:.:.:.:.:,:.:,:.:.:.:�!,:,�.Zt�.:::.::!";.. --�......I........... ..... - :,L:::::I: I....... ` - 1. 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User adfustaW#bn htness, ► Rist nd fire,burglary,zone 9 . , , ► I?isplay icons provide quick,` tone,and volume controls monitor,and prewarntones intuitive,and easy o.lase visual refereri€e fQr panel . ► Three two button panic alarms ► Asptays system status operation for panic,emergency and fire 1 ► n t[Qna[backboxesfor-conduif p I. FalseA[arrri feat uressupported ' Optronal on board proximity orwall mount applications 1I reader allows users to present 1 ,q>.. f... .y 'wi" :Cm. uss. 'F°vuxx'M'. ' u'.S•` '." "' ,''..ex3«�'"ffiC2 E u.� _ -n 9`it a"` .: E t Y' Sw Yt zv ssu° + � MNM ��n. i� s r s SIMPLE TO USE EXTEND A SCHEDULE DISTINCT SOUND PATTERNS The easy-to-understand icons,combined When the programmed open period The keypads also provide distinct sound with the three-character display,provide is about to expire,the schedule can be patterns for fire,burglary,zone monitor, visual feedback that enables simple easily extended for an additional one to and prewarn,giving users an audible arming,disarming,and other functions. nine hours by entering your user code or alert of the type of event occurring. The User Menu allows you to quickly presenting a proximity credential. KEYPAD SUCCESS FEEDBACK browse through menu options. Disarming and Arming functions are fast TWO-BUTTON PANIC KEYS After correctly changing a system and easy. Any function allowed a The top row of keys can be used as setting using the keypad,the user hears the user authority level is simply two-button panic keys.The user simply a one-second confirmation beep.If the accessed through the keypad,such ass presses and holds two of the keys user makes an error or the operation is a i ccesse simultaneously to send either a panic, unsuccessful,the user hears a four-beep lie alarms,resetting sensors,or la in events. non-medical emergency,or fire report to warning tone. displaying g the Central Station. (ODELESS ARMING AND DISARMING VERSATILE UNSUPERVISED OPERATION The innovative 7363 Thinline Series VALUABLE VISUAL ALARM INDICATOR unsupervised operation allows Icon keypads contain an on-board DMP In a normal state,both the keypad installation of an unlimited number of proximity reader that allows users and logo backlighting remain Green. keypads using the same device address. to simply present their proximity However,during an alarm state,the Increasing the number of keypads allows credential to the keypad to arm or keypad and logo turn Red.The change maximum system operating flexibility. disarm the system. in color allows users to instantly recognize an alarm condition. RETROFIT ANY EXISTING DMP SYSTEM USER-FRIENDLY SHORTCUT KEYS Retrofitting is quick and easy.Thinline One-button shortcut keys provide quick, Series Icon keypads have the same easy access to a variety of common footprint as existing DMP keypads and mount in currently installed backboxes. functions.Holding down a keypad ` No special modules are required. A button for two seconds until the tone E resounds provides confirmation. For < 21 simple panel EPROM upgrade is all that example,pressing the Instant Key(INST :,` _ ,x is needed for the Thinline Series Icon CMD)during the exit delay countdown `+E keypads to operate.Create a new look and provide greater functionality for an instantly arms the system. Users can l arm,monitor zones,easy exit,test, reset g existing system at just a fraction of the stem,add users,instant arm and a x the s = N k cost of all new equipment. Y � u variety of other functions. Iced Backlighting MULTIPLE-KEYPAD SAVINGS Install multiple keypads on the same SEE°� atj,€ t wire run.Compatibility and cost savings { make the Thinline Series Icon an asset in every installation. s r ,_:..�•w ',`�s ,,wad �,dY��nt€u�n', a- n'�� "� � A � Shorkut Keys FALSE ALARM FEATURESWAR Providing end users with a way to GreenFBatklighting reduce false alarms,both Cancel/VeriY" and the False Alarm Question features USER CONTROL prompt end users to validate whether an User options allow for adjusting alarm has occurred after entering their brightness,speaker tone,and volume. code. In a Home/Sleep/Away or All/ The panel brightness automatically Perimeter system,the user can manually adjusts to maximum for easy viewing confirm a valid burglar alarm and an when any key is pressed,then resets to alarm is then sent to the Central Station. the user-specified brightness level. L g F3 ....... ! ......:::. b PRIVATE LABELING FIXED ICONS DMP offers dealers the option to present Easy-to-use intuitive icons and user messages provide for simple operation and their company logo on the keypad's rubber quick status confirmation. logo insert,replacing the DMP logo.The backlighted logo glows green during normal operation and turns Red in an AC Power Status System Ready to % t Arm alarm state. ........................................._....................................................._ �/y� System Not Ready �� ® Battery Status RR to Arm r ................................................................................................... ............................................................................................_ Pill a** x o System is Disarmed ® Burglar Alarm tr ... ....... ........... ......_.. ...... ................._.................................................................................................. ,Q Some or all areas are u Fire Alarm armed Place Your ��Logo Here ......................................................................................................... ..................................... Dealer logo location Some or all areas armed BYPASS Bypass Faulted Instant Zones ......................................................................................................i........................................._....................................................._ 13 Door and window zones selected for chime Ln�L1,EXTEND Extend Schedule ..............................................................................................................................................._....................................................._ CF=;o Failed Dialer Status CANCEL Cancel Alarm ......................................................................................................i................................................................................................ 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Display Type F1xed[tan I.CD .,M .,. .. ................................................ .......,....,... ........................... 7363 C01AT White tURRENTDRAW ACCESSORIES Farpointe Proximity Credentials 3G0 Standby 60 mA Backboxes CSR-35P Conekt Bluetooth Reader Alarm .. -. 695 Keypad Conduit Backbox Delta 3 Contadless Mullion-Mount Smartcard Reader a363 Standby 13 mA 696 Keypad Backbox Delta 5 Contadless Mullion-Mount Smartcard Reader Alarm 80 rnA L Keypad Wiring Harness Delta 6.4 Contadless Smartcard Reader and Keypad 14MPACIIITY 300 4-wire harness P 300 H A Cascade Proximity Reader 7301r ihlrtf�Ce Series lean keypads are P 500 I+A Alps Proximity Reader Gompatrble:with DMP XT Series Panels~ HID Proximity(redentias P 620 H A Denali Proximity Reader with Keypad 1306 Prox Patch'" P 640 H-A Patagonia Proximity Reader with Keypad (ERTI.... 1306PW Prox Patch'" CaIlFvtntii State Fire Marshall([SFM} 1326 ProxCard III Card �9201NYM 1346 ProxKey III Access Device 1386 150Prox IIW Card ANS1(SIA CP 01 FalseAlarm Redulon ANSI111610 Central Station Burglar ANSt101 _.Local Burglar ::1 _: , ........ . ......... . . "...I.... ......... ..._ _ ............. ANSIN. 1016 .Proprietary Burglar ANSIIU!36$.....Poh[e Connected Burglar. . .ANSIMID23 .Household Burgla ANSI/U1985 HouseholdlireWammg .; FCCPart15111{CKPCC1if8G ::.I.nd.ust[y{anada 1p 5ZS1A RC0086 Foraddl ilinallmormatlon,access DMPchmJCompliance fi� tgl `'e _�,t i ry'•wey X xy .' " _ *, sQ"V'It 42911 Ol�Ptam 2500 N PattlMrsh�p 61vd,5prmgfield,MO b5803 Besigae:.tl,engineered$manufatturedrnSPnngfietd,MO a ", ::::4: 5&gfolraTrompohents � „ ry iIMITfA`WARRANTYOMI'-;; :; tst!!. L: products , W , �� � � m manufaddred111".. nddesctihedhereinsha0eefree trorn::.:9TsAtmanufdckur�ladeCng,acidpatkagin fora ' C I ,i N '�tI f, w .fi '���PPP��fsss...[[i C &lodat Three y& from the invoice date to the o glrW ... .ku !. vy-; ... p 7360-W 17363-W ... THIN-ICON-BJ10(Black)I THIN-104110(White)I THIN-KON-1/10 ovary) Bat' ,R dRd that eAresenlahvesamPtes otahedefedive productsatereiurned#uOMPfarInspe0orr.TT readihetu0 OMPI p[nted VtfarrailFlr,ga W DMF<oln/Waugh V.orcheck the OMPPige List or catalog . @2019'OrgdatMooltonngPtoduct3,lnc 1 ET-0958119311 y _ €a f i y d€ f F. 4 , 1r.A1d+.NW+ �. ud d E xp€ �i a `" i .� eft '�,' t, za �z < frP Q Y S jf i ?,4- _ y 33 r' �k <_3r ylf 4 11 I . XT30 and XT50 Panels e : 11 k "I'll, ... ' .ik . , � ...11", "'111"I I M i,,. �� I T"S t - I -,,� I'll :. P il� v 6, ^a �» w!. a a Mp;,-" a�WW�UII'. � �y)rev'� , .' �'.a� $ "�'" G.. a�, ag' x-;� , s� E;A r t '•- & [ `&a' ,� � y�� 1 ,,' "?i l " �'.1 ' Ym �, "�e°a p �y�" -M-,, 'N,'f ,. r ttrgF 14 1» k fi?n Wei. } 9 � 1. I ar ... HIZ ^1 4,.r v. .. ... k lY Yf. �Sr f t�. � I . '"!• "I e -� -F r- -*sue= ' '-^r r^, r z.V' ,Ir ',"ll a S r F : h 1 rs >\ Er f 4 E ,t *'.�;'�,�E 1 �,."„r aE' r �; 3 �' '�„`.; t III i ^T. '*.'� , a ",� ,,r�'{,�U E. ' -��+1`r r ti' ' x `�^`a,» o ?'.; t,Err I .,44, vr;' ,a�F� .,'" .� �, r�'Fy " r, to 'y�;'° ""hia�.b '' r 11 .. x4di. ;� ,zwsz.. z�e. .. 1. .«. ..a..Suxxw:11..:,u...i,.».,a z�:.,:.:.. �:.ao „a.�...µ .«r ''se«` :.x:�.s ,.-....x...« F. EI i;,ra: ��. ;Iilil' .' .. :. ► Variety.of tratlitionaI metal. ► Door access can be added i► BU�lN EngH h text ,3 �I� °.� a .0 enclosures available withthe734modiile, programming from f' '�E to 1134'wirelessmoduleora anf Rypad - r ► All/Perimeter;Home/ DMR keypad with built in y 41) I it a ij o��y Sleep/Awa-of up to six proximity reader and relay ► Qpen Clgse schedules with 11 i" - area systems Closing Check . . . a ► Codeless arming/disarming ,u III e III , ► 30(XT30)/99(XT50)' with proximity reader Attrition Detectian"' four dagitser.rodes with mvnifors syste[n for a authority levels ► Arm Only,Ambush Code arming activity l andTempgraryUser . ► 1I)O event RT3O)or ► ffemote program downloatl, r. Code options t. r �• .',a �00 event(>(T50}memory Dealer Admin'"or Tech APP': ► Fouronboard,andeight II ' ' ' ' ► 500 MA auXdiary output. ► P-... mabi1 I-- `` wireless outputs for ' { I I . a }: annunciation'and Achvity Hours watches for r: a ► Supports up to 140 confrol applitafions on site activity; v'yr„': o ai Z Wave®dev►ces a:- e ri ► EASYtgnnect'"connection II ► irirtual Keypad'"app, ` Supports up to erght forth �lirtual Keypatl : . t� ��!1; i cotnpatikile with DMA keypads mduding! o '��` App[e®and Antlroidr� wired arid wireless,LCD or app with a net+ ork or i�lE tauthscreen keypads Wi Fi:tonnection a 1. 'o{ e r smartphorles and tablets '• ' ► 16 character zone,user and ► late to Open/Early to Clgse • . , , - Qne 100 mA switched twa- and Traffic Count features ' area names 4;# N°, I. , w u wiresmokedetector:'zone forretailapplicatigns rj �+� '' II III .a 1k it 4 II If �� ��� i � ,. _I- ... _ .... . . ....... .. .....: s't s ------------- 'f g 3 t s fz'ads {ram ��'e �� xa" x � z% s.� _. . T�4h R C � '�c�d7 BORE >. ....:.o..c., 2....:,.F....,.�._.....:.:......._..........: ,.: :s:.s.�..:r,.,:x,,...«.a...,w..... ..r....,:.� .:M _.,.............,_:.. .._t...�_.. ".>__.::.t__.__'..m..'-._.T..::._...._.. ..M......:......».s..., .:. ....... ... ... .... FLEXIBILITY WHEN ORDERING HOME/SLEEP/AWAY DOOR CONTROL Factory-configurable options give you the For residential applications,the You can easily add door control to XT freedom to order the panels to match your homeowner can press one button to select panels using the 734 Access Control system and customer requirements with each of three separate system arming Module,allowing you to connect proximity dialer,cellular,network and Wi-Fi options. options.They can select Home to arm readers to the panel for codeless entry, The XT Series'"also offers the freedom the perimeter of the home but allow for arming and disarming.In hard-to-wire to add on a cellular module or connect a movement within the house.Select Sleep locations,such as a gate or warehouse wireless receiver and devices to the panel to arm the perimeter and only specified entrance,the 1134 Wireless Access at a later date. areas inside their home,leaving sensors Control Module provides the same . near bedrooms disarmed.Selecting Away functionality but eliminates wire runs or COMMUNICATION FLEXIBILITY fully arms all elements of the system. trenching and adds door control in nearly IN PROGRAMMING any environment.End users can also AL PERIMETER enjoy the flexibility of Virtual Keypad The XT Series enables you to program 1 Y Y to In business applications,system users can remotely lock,unlock and access doors a primary and backup communication quickly select All to completely arm the conveniently from their app.In addition path to two different monitoring center system as they leave the facility for the to Wiegand readers,734 modules support receivers.This provides one primary path day.They also have the option to select OSDP readers,making them among the and up to two backup communication Perimeter,arming all exterior sensors most secure access control modules paths,using the same proven technology at doors and windows but disarming all available. that secures countless banks and other interior sensors so employees can move ,+ high-security applications. freely around the facility. PROGRAMMABLE OUTPUTS RECEIVER 1 AND 2 OPERATION Four open collector outputs can be FAST PROGRAMMING used for a variety of remote control and Select one or two receivers via network, Fast Programming lets your installers annunciation applications.Each output is cellular or dialer for messages regarding power through most programming rated for 50 mA maximum.Add the Model alarms,supervisory/trouble,opening/ data inputs and get the job done faster. 860 Relay Output Module to provide four closing and test reports.Send all When the panel programming defaults Form C relay contacts. messages to both receivers,or identify are acceptable for installation and only one receiver for alarms and a second one basic programming options are needed, REMOTE PROGRAMMING for trouble messages to alert only the Fast Programming allows the technician Remotely program panels using Dealer proper responder. to quickly enter information without Admin,including zone information and ONBOARD WIRELESS navigating all of the programming menus. monitoring center communications. The XT50 control panel offers up to 48 ► Receiver IP ATTRITION DETECTION PROMPTS YOU TO CALL wireless zones with its integrated 1100 ' Weather Zip Code YOUR CUSTOMER Series wireless receiver and an additional ► System(Area,A/P or H/S/A) The exclusive Attrition Detection feature 10 onboard hardwired zones for a total - Hours from GMT of 58 zones.The 900 MHz frequency- ► Wireless Siren Serial Number gives you advance warning that a hopping,spread spectrum 1100 Series ► Zone Information customer may be preparing to cancel their wireless features two-way communication monitoring contract.With this feature for superior operation,supervision and All standard programming options are still activated,you will receive a notification if battery life.Two-way communication available in the programming menu from there is no system activity for the number minimizes repetitive signaling and helps the keypad,Tech APP or Dealer Admin. of days you select. to quickly identify missing transmitters. WIRELESS KEYPADS CUSTOM ACTIONS Simple keypad access can be used to In addition to controlling lights,locks verify that wireless device zones are in The 9000 Series and 9800 Series wireless working order. keypads are fully functioning,supervised and thermostats,users can also take keypads that provide installation flexibility. advantage of several customizable actions 1100 SERIES WIRELESS ADD-ON The keypads also include a built-in that can be programmed into the panel. Add any 1100 Series wireless receiver proximity reader for codeless arming Users can select a combined sequence for up to 32 wireless transmitters on and disarming. of actions,all based on specific Favorites, the XT30. lights and locks to activate or deactivate BUILT-IN PROGRAMMER Z-Wave devices,Favorites or outputs SIMPLE ARMING An internal English-text programmer during specific times and days or specific XT Series panels provide multiple arming enables technicians to easily program zone trips. configurations:Area arming with six and test the panel from any keypad.A separate areas;All/Perimeter arming with lockout code restricts access only to perimeter and interior areas;or Home/ authorized persons. Sleep/Away arming with perimeter, interior and bedroom areas.Users can arm the perimeter and interior at night while leaving the bedroom area disarmed. E � � s 15 R \\ _.,;;. r E E" _ p N E E ,�E R' ,�5^{5 fi' .t .7 S \ ',�\�'a O sr � 3 .P^r \\ 3 }. HOOT WIRELESS TRANSLATOR ► View,add,edit and delete system schedules for CROSS ZONING The 1100T Wireless Translator allows arming/disarming and favorites,outputs and doors This powerful,false alarm reduction upgrades of non-DMP systems with one- ' Tap on the Alarm push notification to see a list of feature allows multiple zones to be cross way,low-frequency,wireless transmitters. available camera views and verify the alarm based zoned and report alarms only when two or It is compatible with transmitters that on video clips and live thumbnails more zones fault within a programmable operate at various MHz such as Interlogix, ' Watch real-time device activation when tapping on time of 4 to 250 seconds.If just one zone Honeywell 5800,2GIG and DSC.With hotspots in the associated video stream with Rooms trips,only a zone fault report is sent to the this one device,you can easily take over with a View monitoring center. any of these systems and upgrade them VIRTUALKEYPAD.(OM to DMP panels,receivers and software EVENT MEMORY management tools. Users can access their security systems The XT30 logs up to 100 and the XT50 via Virtual Keypad.com with their tablets or logs up to 200 user and system events The 1100T communicates to a DMP panel computers using their logins and system that you can view at any time through a via the 1100 Series receiver's wireless user codes. connection that eliminates wiring.To keypad User Menu option.The Display Events feature allows users to view stored accommodate the panel's maximum Z-WAVE SUPPORT number of supported sensors,one 1100T events such as openings and closings, Add up to 140 Z-Wave devices with the zone events,user code changes and can learn in: 738Zplus module for mobile control of supervisory events. 32-48 zones with XT panels lights,locks and thermostats.Up to 20 99 zones with XTL panels Favorites allow users to program multiple ZONE INACTIVITY 100 zones with XR150 panels devices to respond to a single command With Zone Activity Hours,you can easily ► 128 zones with XR550 panels or panel events like arming and disarming. monitor a person living alone.If there Z-Wave devices can be controlled with the is no activity at the premises within With this one device,you can continue to 7800/9800 5-Inch Touchscreen Keypad or the programmed number of hours,the use the working transmitters and sensors Virtual Keypad. monitoring center receives an alert.It's the to send events,supervision and low perfect companion for customers looking battery messages to the panel.Keeping WI-FI COMMUNICATION after aging adults. existing transmitters and sensors in place Add the optional 763 Wi-Fi Interface allows you to save your customers money Module to XT panels for system ZONE AUDIT and reduce their level of interruptions with communication over Wi-Fi. The Zone Audit feature allows quicker installations. programming the panel to send an alert The 1100T gives your customers DMP Provide t uchscreen c KEYPAD when the sensor fails to trip within the' quality with online and app convenience Provides nations.It h control for all specified number of days.This feature and functionality without increasing keypad functions.It has a slim profile in helps identify potential sensor problems, installation costs.The 1100T is also stylish gloss black or white finish with a including sensors deactivated to bypass compatible with life safety devices and is 5-inch,full-color display. faults or blocked sensors. certified for commercial and residential FALSE ALARM FEATURES smoke detection. RETAIL APPLICATIONS Providing a way to reduce false alarms, Late to Open/Early to Close feature sends PROGRAMMABLE EOL OPTIONS both Cancel/Verify"and the False a message to the monitoring center if You have the flexibility to change the EOL Alarm Question prompt users to validate the facility isn't opened on time or closes Value from 1k to 2.2k for panel zones 1-9. whether an alarm has occurred after before the scheduled time.The Traffic This is easily configured in System Options entering their codes.In a Home/Sleep/ Count sends a daily tally of trips for the Away or All/Perimeter system,the user specified zone. and allows you to use an XT panel to take canto manually confirm a valid burglar p over systems with 2.2k without having it a so alarm,and an alarm is then sent to the FULLY SUPERVISED resistors.While saving you time, t a to pull contacts and change the monitoring center. You're kept fully informed of system reduces the cost of takeovers. KEYPAD SHORTCUT KEYS status.The unit sends full reporting messages including zones,areas and VIRTUAL KEYPAD APP Keypad shortcut keys are provided to users,with all names and details included. Virtual Keypad provides users with the simplify operation and allow the user to Full supervision ensures that the cellular ability to access a number of system more quickly arm,check in,monitor,exit or network communication path is intact functions remotely via a cellular or internet or reset the system.One-button arming and functional. connection.As a dealer,the app provides creates the simplest keypad available. rr r .. .... the opportunity to brand it using your Use the one-button shortcut keys for EASYcoa le is TECHNOLOGY company logo. common functions. EASYconnect enables the control panel to establish an outbound connection ► At a glance,check system status including USER CODES to SecureComTM over Wi-Fi.This allows programmed areas Program up to 30 user codes with the for an effortless installation of network Arm or disarm the system in an instant XT30 and 99 codes with the XT50 panels. panels without any customer router ► Tap any programmed outputs to turn them on or off Assign a Standard or Master Authority programming,providing extremely quick ' Adjust lighting/thermostats/locks level to control each user's level of access app connection times. ' Video capability-up to six cameras,remote viewing to the system.Additionally,the XT50 Lock,unlock and access doors provides scheduled and limited users. + � o e f n :. .: ' rr '... ' 3 iii ♦ ® e r r Keypads DMP Wireless Encrypted Wireless ysettti; pectca#torn . . 1000 Series Thinline Keypads 1100DH High Power Receiver Models PrtmaryPDWer 7000A Series Aqualite Keypads 1100R Repeater 1100DHE High Power Encrypted Receiver 5 4an10rmer 7300 Series Icon Keypads 1100T Translator 1100RE Wireless Repeater 7800 5-InchTouchs(reenKeypads 1100TF Translator with24-hour 1101 Universal Transmitter _0.00.3 ) II 8860 7-InchTouchscreenKeypads Standby Battery 1102 Universal Transmitter ,W, danl..... r` 9000 Wireless Keypads 1101 Universal Transmitter, 1103 Commercial Universal Transmitter 1ZVp€Battery 9800 Wireless Touchscreen Keypads Internal and External Contacts 1106 Universal Transmitter Expansion Modules 1102 Universal Transmitter, 1135E Siren ..... t� 708 Bus Extender External Contad 1142 Two ButtonHoltlUpTransmitter A 1l0ry StlpmAatlZ►�D€ 1103 Universal Transmitter, 1144 Key Fob 710 Bus Sputter/Repeater l Drm .S A...... 3 t1DC Internal and External Contad 1144-D Dual-Button Key Fob 711 Single ZoneFxpansion Smoke ".MAat1ZVDG 1106 Universal Transmitter, 7115 Zone Expansion Module Z-Wave AruiunclafDr(4) p mAeaEh(SW11(11Qd ground) 712 8 Eight Zone Expansion Internal and External Contad Z 14319 In Wall Toggle Switch 1101 Micro Window Transmitter EnditSUr25": 114 Four Zone Class B Expansion Z 46561 Z Wave Toggle Style 714 8 Eight Zone Class B Expansion 1108 Doorbell Module Auxilary Switch h tOna, ., r4112d.. . 71416 16 Zone(lass B Expansion 1114 four zone Expander Z-46565 Z-Wave In-Wall Dimmer Switch ;� x 1115 Temperature SensortDd0I3l10(Gral+) 12 5"W �5"H Z 75"D r 715 Four-Zone Two-wire Z-52190 Z-Wave LED tight Bulb x �r a and Flood Detector Model�49 tGray) 1Z�5 W 11�5 H 3125 Smoke Expansion Z 98930 001 Z Wave Door Deadbolt, 1116 Relay Output MDdPJ 349A(Gray Attack)1325"1(V 113"H x 3 . 715 8 Eight Zone Two wire Satin Nickel Smoke Expansion 1117 LED Annunciator Z 96930 002 Z Wave Door Deadbolt, ..C6rtilEieations 71516 16 Zone two-wire Smoke Expansion 1119 Door Sounder Venetian Bronze 1122 PIR Calrfi�N StaCe FDe MDCS}11EI(CSFM} PlR Z98930003 ZWave Door Deatlbolt, t Cellular 1126R 360CeilingMount 263EXT Cellular Extension Module Polished Bass n27( Wall Mount Curtain PIR ANSI/51 CP- 1241Q FA SO A artn Redtic O 263LTE V LTE Verizon 1127W Wall Mount Wide Angle MR Z`39100"S<AND Demo Deadbolt Desk Stand Z GDOOZ Z Wave GarageNSIUt i023 HDUsf'hpid Burglar 263LTFA LTE AT&T 1128 6lassbreak Detector Door Controller AN IiIIL 965 HDus�hald Ere I Amt . 263LTE-FN LTE FirstNet Ready 1132 Recessed Contact 38112 12'SMA Coax(able Extension Z PD300EMZ51 Z Wave Smart Light Control AN$IJlyt 1635 Digital�urgl�r 1134 Aaess Control Module Module with Dimmer 381-25 25'SMA(able Extension 1135 Siren,100 dB ANSI/UL 1610 central Station Burglar 383 External Antenna 1136 RemoteChime ZPSI5EMZ51 ZWaveSmartAppliance 3881 3tlB Fiberglass Antenna Control Module fd`€Paftt6ll)€CKPC0D96 1139 Bill Trap Z TBZ500 7-Wave Thermostat 388-2 2 dB Attack Enclosure Antenna 1141 Wall Button R: Part . ItegrStratlDl'1 lD€CKALtl0&]tTStl 388 3 3 tlB MEG Antenna 1142 Two Button Hold-up Transmitter Other Wireless htdu5try Canada lD 6131A P€t1096 Intrusion Devices 1142BC Two-Button Bet Clip 738A Ademco32 point Refertclthe Sene�klslallationGuide Programming DMPiscompatiblewithmoststantlartl Hold-up Transmitter Expansion Module II intrusion devices 11441 One Button Key Fob 7381 IT]96 point Expansion Module utdearnlpentrttompkanceltsttr►g5faeinstallatian 1144-2 Two-Button Key Fob 738Z+ 7-Wave Interface Module dnd P. tarr11r11ng r...61remettts necessary to meet a Door Access 144-4 Four Button Key Fob parDcu,- ppr_v : 134 Access Control Module Accessories 1.1 11 11441P One Button Key Fob with ProxPatch 300 Four wire Harness FDr dddltlDird�lDfDrflld ©fl, OP 08CB REX Motion Detector 1144 D Dual Button Key Fob 301 Clip on Tamper Switch Proximity Readers and Credentials gtl t0 D1iP(.... in,,prie 1148 Personal Pendant 3015 Screw on Tamper Switch DMP ProxPatch'" 1154 Four Zone Input Module 1134 Aaess Control Module 335 Intrusion Siren 1158 Eight Zone Input Module 370 Lightning Suppressor $DD.11 4282[pMP om Monitoring Center 1164 Smoke Detector with 399 Programming Harness 2590tPartpersMORO,s fogfleld,NDb58D3 Receivers SychronizedSounder 861 Power Distribution Module .Designed,engineeredtmanufacturedm5pnngid.d SCS 1R Security Control Receiver 1164NS Smoke Detector with No Sounder t40 aslag U 5 global caml�nerrts CompatihlewithreceiversthatacceptStandard 1166 5mokeRing End User Management CD,DMP Serial 3 or Network messaging 1168 Smoke/CO/Low Temp Detector VirtualKeypatl.com 1tMIiED tNARRANTY DMP warrants tbat the products SCS VR(Virtual Receiver)software—only 1183135E Heat Detector Virtual Keypad app naanfactured by DMP shall be free from defects of solution that runs on a server for network IP 1183135R Heat Detector manufacture,label[ng,apd parkagfng fora period aF and cellular communications 1184 Carbon Monoxide Detector three t37 years Irotrr the inYolca date to the orlglral .. ;;llaYer,provided that rep,esentatrve.samp[es oft[re Dealer Management defect[veprudprtsareretpmedtpDMP#prmstlectipn, Remote Link Programming Software is read the tub DMP l hnited.Mlatraat4 go#u DMP.tom/ Tech APP 11YarraMy nr... the DMp Pnce trstor catalog. DealerAdmin Anyttrrrd partytrademaksreferenedheremarethe prflperty aftherr reii,spective owners and do nt[udicate nr imply am affiltat[pn,sppnsorshrpar endorsement of 1. ., ... .:DMP or l.B pfpduct5 . _.. #}Zpd4gigrtalMotmoringif"acts tnc;I a p98fi 1292tt r OFFICE 1LOCATION: MAILING ADDRESS: Town Hall Annex ifs"~ 1jv SQ�I :- P.O.Box 1179 54375 State Route 25 ��� f0 �`., Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) A. Telephone: 631765-1938 Southold, NY ; �t www.southoldtownny.gov Y y PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 6, 2020 Ms. Eileen Wingate 2805 West Mill Road Mattituck, NY 11952 Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Wingate: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 5, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq. ft, each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport; and WHEREAS, on December 20, 2019 and January 9, 2020, Eileen Wingate, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent, submitted an Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10, 2020, the Southold Town Planning Board determined the application as complete for review; and WHEREAS, on February 10, 2020, the 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, on February 12, 2020, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and A Eastern Long Island Kampground (ELIK) Page 2 October 6. 2Q20 WHEREAS, on February 14, 2020, the Architectural Review Committee (ARC) provided comments to be clarified by the applicant regarding the proposed cabins and pavilion; and WHEREAS, on February 14, 2020, the Southold Town Fire Inspector reviewed and determined that the buildings were required to be constructed with fire suppression sprinklers, and that there was adequate fire protection and emergency access for the site; and WHEREAS, on February 24, 2020, the Suffolk County Water Authority (SCWA) issued a Letter of Water availability for the proposed action; and WHEREAS, on February 24, 2020, the Suffolk County Planning Commission (SCPC) determined the action to be a matter for local determination; and WHEREAS, on February 27, 2020, Eileen Wingate, authorized agent, submitted revised Site Plans and other information for review increasing the size of each cabin from 4503f to 504sf each; and WHEREAS, on February 27, 2020, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on March 9, 2020, a Public Hearing was held and closed; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic , the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and WHEREAS, on June 25, 2020, 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 July 1, 2020, the Southold Town Engineer reviewed the proposed application and determined that revisions to the site plan were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and Drainage plan; and WHEREAS, on July 22, 2020, the NYS Department of Environmental Conservation (NYSDEC) determined that no permit was required for the proposed action but determined that special care should be taken in managing precautions for storm water run-off and sediment controls; limit clearing to November 1"I— March 31s1 in order to protect sensitive species including the North Long — Eared Bat. No clearing shall take place during the summer months; and 4 1 P `d Eastern Long Island Kampground (ELIK) Page 3 October 6, 2020 WHEREAS, on July 22, 2020 and August 20, 2020, Eileen Wingate, authorized agent, submitted revised site plans, grading & drainage plans, SCDHS plan and Erosion & Planting Plan for review; and WHEREAS, on July 31, 2020, the Suffolk County Department of Health Services (SCDHS) granted approval for this project under their reference#C-20-0055 for"Campground—20 Cabins at 3,000gpd"; and WHEREAS, on August 24, 2020, the Zoning Board of Appeals (ZBA), as Lead Agency, pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on August 24, 2020, the Zoning Board of Appeals (ZBA) granted file#7384SE for a Tourist Camp Special Exception and variances for the twenty (20) 504sf cabins where the Code permits a maximum of 450sf each; and WHEREAS, at a Work Session on September 14, 2020, 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 were met; and WHEREAS, on October 2, 2020, the Southold Town Chief Building Inspector reviewed and certified the proposed Tourist and Trailer Camp as a use permitted by special exception in the Resort Residential (RR) Zoning District pursuant to ZBA file #7384SE; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "Eastern Long Island Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020, and authorizes the Chairman to endorse the site plan. Conditions 1. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting within the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 3. Existing landscape areas and mature trees must be preserved to the greatest extent practicable. Eastern Long Island Kampground (ELIK) Page 4 October 6, 2020 4. Clearing limited to November 15'—March 31s'to protect sensitive species including, but not limited to, the Northern Long-Eared Bat. No clearing shall take place during the summer months. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. 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. 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, �k �L)D_Q Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector Michael Collins; Town Engineer rj l Eastern Long Island Kampground (ELIK) Page_5- October 6, 2020 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: Applicant e Signature: Date: `fy/LP,�1 APP ICATION----F-O.- .I.�.I. .- -B -U-ILDING P SCTM # 1000 - 40 - 3 - 5 LOCATION MAP 20 CABINS - 10,080 S.F.(504 S.F. EA. x 20 CABINS) EASTERN LONG ISLAND KAMPGROUND PROPOSED CABINS CABIN OCCUPANCY LIMIT 4 PERSONS PAVILLION - 600 S.F. BUILDING OCCUPANCY 40 PERSONS DECKS - 2,672 S.F. (90 S.F. PER CABIN x 20 CABINS + 872 S.F. PAVILLION DECK) . ^r LOT AREA - 23.61 ACRES ::W LOT COVERAGE - 120,595 S.F. OR 11 .7% f (107,243 S.F. EXISTING + 13,352 S.F. PROPOSED) RESORT RESIDENTIAL (RR) ZONE Z SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC. 9, 2019 dd CONDITIONS . .. d :... # b.. r PUBLIC WATER SUPPLIER: NORTH DECK - PUBLIC P , i- f. ° ° p � , e t EDGE OF REGRADED {r. pr//�'# UI 24'-0" WIDE EARTH ROAD SUFFOLK COUNTY WATER AUTHORITY °d ®� a '� , , 2/awl' o & { / a /_ #19 w #4 .� R j/, i 1 � WQ SANITARY SEWER: ,f #20 W ``a - w - ^ ► VILLAGE OF GREENPORT SEWER DISTRICT ° ° �C''i' '+ r`'`r / } _-��,O9 DECK ELECTRIC SUPPLIER: F, 93 — i \.VILLAGE OF GREENPORT ELECTRIC RAMP .te EXISTING CHAIN LINK FENCE Pavi�uo►v CABINS ARE FOR SEASONAL RENTAL USE ONLY f o� o® // ,' / y- N. e � #A Q .. �\ �.° )DECK PARKING AND DRIVEWAY SURFACES ARE PERVIOUS . :' F�+ _ _ '.F jf / °o; /. + PAVILLION IS NOT TO BE USED FOR LODGING �I /�® Icy NO ADDITIONAL SIGNAGE PROPOSED a lJ q / Fc ©Q° .,<<.'' ¢ / p, "�'"", to EDGE OF REGRADED EXTERIOR CABIN LIGHTING TO BE DARK SKY COMPLIANT ,�c '` .,�o° 24-0 WIDE EARTH ROAD / Ls ,, , Y; %. PARKING CALCULATIONS 412 1 PARKING SPACE PER CABIN 4115 DECK S TOTAL: 20 PARKING SPACE 1-1 * REDUCTION OF 13 PARKING SPACES FROM EXISTING I r CAMP SITE USE o• ' i 41 ; ' DRAINAGE CALCULATION FOR ROOFS s/� ROOF AREA - 9,600 S.F. ((504 SF. x 20 CABINS = 10,080 S.F.) #9 + 600 S.F. PAVILLION) i.. ' _ — xv T x 4 FT DEEP DRYWELL �_ 83 C.F. PER CABIN = 2 4 F O � �� ��— �"� �" °' k..��. - - � EDGE OF REGRADED ro__ 0111 / 24'-0" WIDE EARTH ROAD ` 100 C.F. FOR PAVILLION = (2) 4 FT 0 x 4 FT DEEP DRYWELL \\ M ��#1 `l! ;' /// -- "' �'• '° { THE UNDERSIGNED,PURSUANT TO SOUTHOI D TOWN CODE SECTION 2 NI31(i),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN '—' 'n..,_,q—.a_rt_ { ♦ / o V '{ ROVAL SE FO!1T H IN T HE RESOLUTION OF APPROVAL DAT ED VDTOVS ON P�Lu .A PE ACCEPTED(SEE CO; O N). P E PRINT AIME _j eNJ EXISTING CHAIN LINK FENCE AU CHOR!- s)SIGNATURE 1 TLE DATE APPNOF'ED BY � \O TMN OF SO!/\T110 " ;VNING EOAPD a � � Z .� "-..'_..........._ . --..-_....... CHAI':3Nf:F.50:VSIGNATURE DATE \ 'y NOTE:The approved site dAvelopment plan she!,be valid for a period of eighteen(1f.) mont`:s f-om th':dale of a:tptnval as Per code section ro-132A. ` EDGE OF WETLANDS FLAGGED RE BY DANIEL LEWIS OF N.Y.S.D.E.C� °. CEIVED ..... <.` ` NOVEMBER 15, 2019 X" " S PE 2 9 2020 ° ,. 7 Southold 7ovrvn = Planning Board l , _ t \\ f( � FLAG �\: t 9. FLAG DATE SUBMITTED: ��� FLAG x SITE PLAN ����. - � � - _ _ _______ __ _ DEC. 16, 2019 All �� SCALE: N LI, . .. Ulondon a ri 1f 401_ 11 RM REVISION S O JAN. 8, 2020 - 1755 Sigsbee Road FEB. 17, 2020 EASTERN LONG ISLAND KAMPGROUND DWG. No. Mattituck, NY 11952 SEP. 2412020 690 QUEEN STREET GREENPORT, NY 11944 100.01 PLANT LIST i QTY. BOTANICAL NAME COMMON NAME SIZE SPACING CODE NORTIi TREES 5 Liquidambar styraciflua Sweet Gum 2" - 21" CAL. 35' O.C. LS SHRUBS 38 Myrica pensylvanica Northern Bayberry 7 GAL. 4' O.C. MP 15 Amelanchier Canadensis Shad bus h/Serviceberry 6'-8' HT. 10, O.C. AC 14 Hamamelis Vernalis Witch Hazel 7 GAL. 10 O.C. HV 12 Ilex verticillata Winterberry 5 GAL. 6' O.C. IV • _d _ - -- a• --- --- -- 3 AC BEST MANAGEMENT PRACTICES FOR LWRP ° a ° � #1 , r 2 HV Recommended Native Grasses, wildflowers, perennials, and groundcovers ` USE PLANTS IN SE NATIVE, DROUGHT Rain Garden Plants for shade and wetland locations: LANDSCAPING #2 Q Y ` 1 4 I �, - - ---- - - Bearberry Arctostaphylos uva-urs • , #4 — --- 1, 1 AC USE OF ORGANIC FERTILIZERS WHERE THE Cinnamon Fern osmunda cinnamomea ° #19 - W W o W I #20 D Hay-sented Fern Dennstaedtia punctilobula •a 3 IV WATER-SOLUBLE NITROGEN IS NO MORE THAN 20 /o OF DECK Pennsylvania sedge Carex pensyvanica — - " THE TOTAL NITROGEN IN THE MIXTURE Royal Fern osmunda regalis Wild Columbine Aquilagia canadensis a \\ \ — _ #3 _ _-_ 2 MID A MAXIMUM OF 1 LB. OF NITROGEN PER 1 ,000 SQUARE Jack in the pulpit Arisaema triphyllum \ __ I F,MP , FEET IN ANY ONE APPLICATION, WITH A CUMULATIVE ° �\\, ; APPLICATION OF NO MORE THAN 2LBS. PER 1 ,000 PAVILLIOt�� I • All plant material to be 1-gallon material or larger PyQ� SQUARE FEET PER YEAR , #1$ � � O DECK � THE APPLICATION OF FERTILIZER PRODUCTSAC CONTAINING NITROGEN, PHOSPHORUS, OR POTASSIUM IS PROHIBITED BETWEEN NOVEMBER 1 STAND APRIL 1 ST #16 \ I — -------- —--- ---- ---3 HV NOTE \\ 09° ° li #6 o #5 ALL SELECTED PLANT SPECIES ARE NATIVE TO THE , DECK _._�-- IV EXISTING ENVIRONMENT AND PROMOTE BIODIVERSITY / 1 LS 1 \\ \ #12 -- _ — 3 MID ' \ i DECK I I 3 MP \ \ #7 21V \ / #8 i I 3MP EXISTING WETLAND VEGETATION---- #11 ' \ \\ -- �, \ HV APPROVED BY -—----------—- -- `" ---- =\ \ - - > ------ - ' --- BOARD 3 MP - - PO EM PLANNING \., ... _ _., _ Re w. µ�(N RAP I �<\ TOWN OF SOUTHOLD 3 AC --.- �' -- - 17 - - -- - DATE I ' o # 5 MP 3 MP 2 AC RECEIVED - - `' SEP 2 9 2020 _.__ Sout of Town 3 HV Planning Board - 100' WETLAND BOUNDARY --- ----12 MP 3 LS WETLANDS DATE SI,JBMITTED: LANDSCAPE PLAN- ^ � JUL. 20, 2020 SCALE: Condon if 1-011 REVISIONS: Eno" ineering , 40 S E P. 24, 2020 F ------ ------- ------------- -- ---- -.. _. . 1755 15 b e e Road ---- -- - EASTERN LONG ISLAND KAMPGROUNp DWG. NO. attituc�C, NY 11952 - 690 QUEEN STREET GREENPORT, NY 11944 100.02 i i 36" SILT FENCE 1AY BALE NORTH N \ I ,> I _ I GRADE 8 x 6 x 12 T PVC WASHOUT/ SECONDARY CONTAINMENT s ,> \ — , — AREAS OF DISTURBANCE (CONCRETE WASH OUT STATION) SILT FENCE AND HAY BALE DETAIL19 0. LU Qc _1 rt PAVIL ION .. Imo- t�` i/• \ l �\ I - "AY BALES 16 I ! ! a SILT FENCE 1. - - HAY BALES-- pa k SILT FENCE � �. ' �' '� >,�� �� p. �/'� w shoutrIZA _,� I AREA OF DISTURBANCE PAVILLION 2,185 S.F. TT � \ -7 I CABINS 19,170 S.F. (18 x 1 ,065 S.F.) +' w <11 { #8 CABINS W/ RAMP 2,686 S.F. (2 x 1 ,343 S.F.) NOTES: $-,�, / (( TOTAL DISTURBANCE 24,041 S.F. OR 0.55 ACRES MATERIALS THAT REQUIRE "` / 1. THE WASHOUT SHALL BE INSTALLED PRIOR TO ANY USING M S Q ' WASHOUT ON THIS PROJECT. ` ,� \ ~ \ \' ' Q , '\\\� \ % / % I 2. AS NECESSARY, SIGNS SHALL BE PLACED THROUGHOUT THE SITE TO INDICATE THE LOCATION OF THE WASHOUT. 3. THE WASHOUT AREA WILL BE REPLACED AS NECESSARY TO MAINTAIN CAPACITY FOR �o q"`- -- _ `\ �` �. "lu LIQUID WASTE. _ \ f• 4. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE FACILITY. APPROVED BY 5. DO NOT WASHOUT INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. x _. \ � -�_�._�A _ RLAN'NING BOARD - i`OWt OF S4UTHOLD RECEIVED 6. AVOID DUMPING EXCESS CONCRETE IN NON-DESIGNATED DUMPING AREAS. \� x _7 �-- \� DATE,- SEP 2 2020 7. LOCATE WASHOUT AT LEAST 50' (15 METERS) FROM STORM DRAIN, OPEN DITCHES, OR �� �� '� ��, �° ' 5 IZ� WATER BODIES. Southold Town Planning Board 8. THE WASHOUT SHALL BE USED ONLY FOR NON-HAZARDOUS WASTES. WETLANDS PVC WASHOUTI SECONDARY CONTAINMENT DETAIL r. DATE SUBMITTED: , CONSTRUCTION MITIGATION PLAN-�uL. 20, 2020 ______ �_�_+ \ SCALE. AMR _= \\ REVISIONS: , ondon Eno" ineerinc ' ■ 71 _ ^ 01_011 r �} SEP. 24, 2020 - ------------- ---- - - 1755 Siresbee Road EASTERN LONG ISLAND KAMPGROUIN D DWG. NO. aiia , ituck, NY 11952 690 QUEEN STREET GREENPORT, NY 11944 100.03