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FF01 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49691 Date: 9/14/2023 Permission is hereby granted to: 2740 Deep Hole Dr LLC _ _.._... ....__..............._..._mm PO BOX 1239 ... Cutchogue, NY 11935 .. ITITmmmmmmm_ .... ............ , To: Construct an accessory inground swimming pool with partially raised patio and outdoor kitchen as applied for-per Trustees and DEC approvals. At premises located at: 2740 Deed Hole Dr, Mattituck SCTM #473889 Sec/Block/Lot# 123.4-11 Pursuant to application dated 8/14/2023 and and approved by the Building Inspector.. To expire on 3/15/2025. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 ACCESSORY $1,738.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $2,038.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 ],ittt)s://www.sotitlioldtowt)W.gov Date Received APDL ,1 FOR IDS �I� ' IIIP1 � � I ���m� For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete AUG 14 20 23 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. 1'tU1t: l ('T)'1 TOWN A"l-O'k r3 Date: © I I I e, 3 i OWNER(S)OF P OP RTY: Name: QA A SCTM#1000- 2 3 _ 1 Project Address: " Phone# �� Email: Mailing Address: CONTACT PERSON: Name: " Mailing Address: FT a�Qk D2 —no f "'� Phone#: —1 - J" Email: IG l i DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: TTM;i CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure ❑Additim ❑Alteration ❑Repair ❑ em lit! n Estimated Cost of Project: Cher DOL t �. I� Will the lot be re-graded? ❑YesNo Will excess fill be removed from premises? &es El No 1 PROPERTY INFORMATION Existing use of property: S Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes KNo IF YES,PROVIDE A COPY. i ieck,Box Afteir Reaching: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): Authorized Agent ClOwner NN of Applicant: �tarYPubc,State of New York Date: No.01 BU6185050 Qualified in n S u ffo Ik County un t Y - STATE OF NEW YORK) Commission Expires April 14,2p-a T SS: COUNTY OF �W ) e— t:�—" le"gre-- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ZI 1A61'&--T (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1 q day of � ��'", �20tA' .. Notary Public PI( PE1 NIC° 11 mllI"HORS , 101Y Where the applicant is not the( pp a owner) I, 0 residing at iIJA t'leIN do hereby authorize to apply on ;my be ,Town of Southold Building Department for approval as described herein. /owl V i +,0 ner's Signature - Date Print Ow er's Name 2 P . 1 i � Scott A. Russell FF0�][�M WA\T]E]K SUPERVISOR A \NA\�Gr]EN�l[]EN�C SOUTHOLD TOWN HALL-P.O.Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 r r CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETE D BY THE APPLICANT ' ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Profession _ V , n i; ert g al, Agent, Contractor, Other) NAME: `' -w,�r�o C�-� �':� Date: r Contact Information: !L Ml ,JR 1 eleplmne NumbeiI Pro ert Address / Location of Construction it� . ... S.C.T.M. 1000 .. ..... — DISCI Int2._2 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than I Acre, No ST D.E.S Permit is Re uicy i ed f Project does Not Discharge to Waters of the State No S.P.D.E,S. Permit rs Re aired ! - Area of Disturbance is Greater than I Acre & Storm-eater Runoff Discharges Dtrectly to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P D E S. Permit DIRECTLY From N.Y.S. D.E C. Prior to Issuance of a Building Permit - Area of Disturbance is Gi eater than I Acre & Storm water Runoff Flows Through Southold 4Waters r a S�PD.E.SPerm Permitthrough the Sontho�tTown Enarneernng De artTHE nPr tICANT MUST OBTAIN Prior to Issuance of a Building Permit. Re 1e,,\ed Bv: Date: --- Fc)pm x cvMP --rnc (hrnii— iq Rec Cl. V e� 01 r " " aYr Nam Nr 4i � d r' r"N��" :re u"� ;�`'�" ","nd✓..[ w s AW ,f*" 00 ,r �� ,r��"a� .:, � "��g� ��� � r� '" z�'µq�� � �� `�;. �� ii;�i�� ✓I �'"' � ��+" ��;^ w � ""� ",,;n,� '''"4` �,✓� a a r,.e�,�� I' m'�.,. , i,,e 'b �.. �M N� !�-. ,. �' 6"ilk " i'I ,N '' �,� ', ', , " ,,,a!0u,, .., r''" r �, 1"%`R„., ,n�^' r ' �. ,✓ r BOARD OF SOUTHOLD TOWN TRUSTEES f SOUTHOLD, NEW YORK gat Ru PERMIT NO. 10398 DATE; JUNE 14,2023 r H� r nu n � r i ISSUEDTO: 2" 40 1�Ji""L:1 �LOIw ' 111LN!"'�'�� I,:I',�C c/o STANLEY LO�AiI�1N+��.I EMB1,R PROPERTY ADDRESS: 2740 DEEP HOLE DRIVE,MATTITUCK SCTM#1000-123-4-11 AUTHORIZATION E ` a 1 44 �V Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and inJr s r m accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 14, 2023, and in consideration of application fee in the sum of$1250.00 paid by 2T4(1 1Jce l la�lc 1Jrive l.L C and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits i Vq the following: 3. Wetland Permit to construct an approximately 4,345sq.ft.partially elevated masonry pool patio{use q approximately 102 cubic yards of on-site excavation material to achieve proposed patio elevation},upon �!I which will be installed a 4' high pool enclosure fence,a 10' wide pergola,an outdoor kitchen area,and a . 3x3' foot shower(to be connected to a trench drain installed around patio,which is to be connected to a mr V g q��u rr proposed storm-water drainage system located more than 100, from wetlands),all located at least 1001 from wetlands; and install a 3'x101'stone walkway consisting of 3'x2' pavers set in sand to existing kn '' 1 ' dock; and proposed more than 100' from wetlands a 16'x34'swimming pool;a 14.51x24' pool house with i " P � outdoor shower; a 4'x4'fire pit; three existing pine trees located in the proposed construction area are to arN be selectively removed and replanted elsewhere on property more than 100 feet from wetlands; and to establish and perpetually maintain a 75' wide Non-Disturbance buffer area along the landward edge of r` wetlands with a 4' wide by+1011 long natural access through the Non-Disturbance buffer area to dock; r with the condition that the black pincs be saved and relocated on the property; all as depicted on the site ii plan prepared by Mark Schwartz& Associates, received on June 9,2023,and stamped approved on June ,^ 1' �- 14,2023.14 i rN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed and these presents to be subscribed by a majority of the said Board as of the day and year first above written. r �q -, w v. a N .: � '� �' ���y,, M-.,nN, w"�y„ w w ,...,,,: °•� V"F: /;W v r � .. ° 9�'�' 14 C 11r�a�' '�,r w .w,:l � '` �� rr����d'� ��j���� raw¢ � �'' ,,,,,��� „ � ..� ✓`�'"'^W, '8 ,�'(d y u 7 r � TERMS AND CONDITIONS The Permittee 2740 DeeD Hole Drive C 2740 Qce2 bole give attitu k New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2,. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone conceived that authorization was originally obtained. 4. That the work involved will he subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. b. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restrietion to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit. which may be subject to revoke upon failure to obtain same. 11, No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Ho. 10395 SO U- THOL RUSTEES PERMIT S110 Deep $ftfv*Vr cep �t,� Issued To J �wo Date Address Z�'�v pw �ta,� 6*4 mo�rjrjjc< offl- THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOUTHQLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 Glenn Goldsmith, President Town'Town Hall Annex A. Nicholas Krupski,Vim President � � 6d'376 Route P.O.Box 11799 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 766-1892 Elizaheth Peeples '� Fax(631) 766-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CljECKED OFF. BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction '!2 constructed When project complete, call for compliance inspection; ---_ :.- 13MMNGaTEDATAfTO : tv a •P{ - ®n -. .. - P :- : -- ; �€' -`•-,. H EXISTING PROPOSED � fNYSDa e � a"� KADIACFM ARFkCO SCTM:1000.123•M-11 ,HYFRYC Ag[z5{te°xa. 3€V}q'�8-,p2-;spa}.. [.. +. � F f 11 7N 0ia ' A I IV Iv F R 0 t 99 .rs. g t EP HO t , a I .f -mss I - SITE PLAN-PROPOSED SCALE:I'=30'i0" e tree:to ha retedhvly mmmed replanted elsewhere on propeaty m«e than - o 7 I W fret f.—hands : r v .r ,c N f T. .. ; D ' Pe ed sand&I.m PERSPECTIVE VIEW B o F 3 f6e;§ra S rd a a - 3 na.achi€.=M 2,2 : s9- _ tiF tcz Arawn' J` rYct-yatb ir z,.,c�-=Ds• 6[ � �� n flag I t o uw ap B }T. Test.to:e Ay',UDI atd �. _ Tes'I{:e Gcm®eem an ii/1i21 � z 1� SECTION DEPAIL f ]" IV FENCE SECTION ,. '- AkL`OrIRUSIEES —�— 3_ TOWN OF 50UTHOLD 3 r- M$ SCALE:1!8'=f-0' �____,.a `r` e w€ . G*RFr€'wi4Y PATIO EL e ? f ' EL EL EL EL 8 8 8 `r _ ----- APROXIMATELYIU2 OFEXCAVAT®ONSIZE 5 4 EL LINE MATMMLTO BE USED TO ACNIEVE PROPOSED 2 PATkJ EL-JA:TDN PARTIAL SITE SECTION _ S-1€ i SCA1E Nm IMEW YORK STATE E D PM',?'MiEN'T OF EN'WR NM IN TAl...COiNSE'RVATiON Dit,Naiy n wu'y,wiizv- carol P-Os,R bIl-11 51 INY a ,.,pM'ra0.'It,r,(l C,,1,fp,,I ,fa}ujy f'117�O ry(61)944-01VW 0 V Q,"971 AYA flEp60 July 3,2023 2740 Deep Hole Drive LLC PO Box 1239 Mattituck, NY 11952 Re: Application iO4 1-4738-01189/00010 2740 Deep Hale Drive LLC Property-2740 Deep Hole Drive SCTM#1000-123-4-11 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act(Article 70, ECL)and its Implementing regulations(6N;YC RR,Part 521)we are enclosing your permit for the referenced arrlivity. Please carefully react all permit conditions and special permit conditions contained in the Permit to ensure compliance during the term of the permit. if you are unable to cor'nply with any conditions please contact us at the above address. Enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, Kim I....arrr rouit f:::nvlronrrertal Analyst cc: En-Consultants BMHP File tau",tr I�;Arra n;,r1 A�r I i I rant w'd - IvtlM rifi v.'aCaifi NIE,A/W'a WN:S i, I F )EPAR NdWN�'OF V01 VWXYMU"ITAL CO I ISERV'1110N PERMIT Under the Environmental Conservation Law(ECI Permittee and Facility information Permit Issued To: Facility: 2740 DEEP HOLE DRIVE LLC 2740 DEEP HOLE DRIVE LLC PO BOX 1239 2740 DEEP HOLE DRISCTM#1000-123-4-11 MATTITUCK,NY 11952-1239 MATTITUCK,NY 11952 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 Facility Locations in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 709.724 NYTM-N: 4540.288 Latitude: 40'59'12.6" Longitude: 72'30'24.9" Project Location. Deep Hole Crack Authorized akCtj%rity; Reniove existing and construct ate mflkwqs,iwlafl patina sand drainage structures,consmict pool,house and acmqsory StrUCtUMS,and insult fencing arfnmd pm� A avotk shall be doac in ani=dmcc wiffi the p[ans prepared by,'Wark Schwartz and Associates,datcd 6/9/2023,and stamped'NYSDEC Approved'on 7/3/22023.KLL ........... Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-01189/00010 New Permit Effective Date:7/3/2023 Expiration Date:7/2,120228 NYS EC Approval By n"clonace of this perni it,tine ittriniftee agrees that the permit is contingent upon striet compthamewith the ECL,all applicable regulations,and all condiflims,indu6d as part of this permit. Permit Administrator SHERRI L AICHER,Regional Permit Administrator Address: NY S DEC Region I I leadquarters SUNY @ Stony BrookJ50 Circle Rd Stony b3nool; NY I�7901 3400 V_+":., .ta' i a °X I'':=,u1Ie - rage I A 6 NHIAY P Ill 114H TATA K DKIP A RTMENTOF EIN'IV IR01"CMEN1 A L("0 P4SM%fATaQq I DEC W,t 4738-10 W) Distribution List EN-CONSULTANTS Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMITCONDITIONS GENERAL CONI)rrioNS,APPT,..,Y TOAL.J.,A UTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ®.m ----------- NATURAL RESOURCE PERMIT CONDITIONS-Apply to the Following Permits.-TIDAL WETLANDS i. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or appliGant'sagent a,part of the permit application. Such approved plans were prepared by Mark.Schwartz and Associates,dated 6/9/23. 2- Notice of Commencement At least 48 hours prior to conunencerrent of the project the pernuttee and contractor shall sign and teturn the top portion of the enclosed notification frinn certifying that they are fully aware of and understand all terms rind conditions of this permit. Within 30 days of completion ol7project,the bottom portion,of the forma rnust also be sikned and returned,along with photographs of the completed work. 3. Post Permit Sign The pernift sign enclosed with this penult shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Storage of Equipment,Materials The storage of construction equipm.ent and materials shad be confined within the prqject work area andlor upland areas greater than 75 linear feetfrom the tidal wetland.boundary, 5. No Mstorbamice to Vegetatied Tidal Wdlands There shall be no disturbance to vegetated tidal wetlarl or pKoiected buffer areas as a result of the permitted as.,tivities. 6. StirawBage,.!t4)rOtlieratT'idalWetgaiid Arow ofstake.d straw bales or approvabherosion control devices shall be placed at the landward edge of the buffer-area or 75 linear reet from the tidal wetland boundary,or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and. remain in place and in good,functional condition until the project is conip➢etcd and all disturbed areas are stabilized with vegetation. 7, Maintain Frosiorii Controls All erosion control devices shall be Maintained in good and functional condition until the project has been.courpleted and the area has been stabilized. Page 2 of 6 Pa(VNVOHK STATE DEPARUND,'N'TOF E1J1,MR,0NMt'.NTA#,("ONSERVAUMN VwflRy ita"'('U)q 4738 ot 1'9 8. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit,modification,amendment). 9. Cover Material For Footpath Cover material used for footpaths is limited to natural wood/bark chips,stone,gravel or sand. 10. No Pool Discharges to Weiland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. i i. No Drywells in or near Weiland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 12. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of existing septic systems. 13. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 14. Materials Disposed at Upland Site Any demolition debris,excess construction materials,and/or excess excavated materials shall beimmediately and completely disposed of in an authorized solid waste management facility.These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 15. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 16. No Construction Debris in Weiland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage, 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or water-way by suspended solids,sediments,fuels,solvents, lubricants,epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. 19. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 Ndte,W t'trtPWi SVATE Va t�Vt?I' 4h V ttllt',I'I"t 4.o N'°;lye �dl�dC 6C�':YAC'll i tR r tl3NSiV UVA 1I1i10N MW 20. State May Order Removal or Alteration of Work If fixture operations by the State o£New York rcqui'ean altercation in the posl don of'the svrwture-or work herein awhorized,or if,in the opinion ofthc De.{armrtatzent of l'awvtt rutruac,rtd�al Conservation it shaaVl eauso unNttsorcaNC rrbs'Ituaction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation ofthis permit,the structure,fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shalt,without e prarrse w the State,and to such exte ry and in such time and in aoner as the V l+aps:al me nt of L',tiviren vaental Conservation may require,remove all or any portion of the unco ripleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITION S-Apply to AL L authorized Perini ts- 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative ofthe Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SARA 401(3), The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to father Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such carder or determination, 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 fleadquarteis SUNY @),Stony BmokJ50 Circle Rd Stony Brook,NY11790-3409 f.a,;<r 4 Of a NEW VOWKSTAIE DL11 A III VIENT OP EM/MONMEN�'M,(,QNSERVAIIOP� P'+':acMp y BEC,H)t 4i1r201 Y 89 4. Submission of Renewal Application The permittee inner submit a renewal application at least 30 days before permit expiration for the following permit authorizations:Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify,suspend or revoke this pen-rut. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the pennittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. N0 F IF I CATION OF OTHER PERMITTEE 0 BLIGA TIONS Item A:Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the [)apartment of Environmental Conservation of the State of New York,its representatives,employees, and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising ander Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B.Permittee's Contractors to Comply with Permit The permittee is responsible for infun-ning its independent contractors,employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. page,5 of 6 m,m t stmts' xry rluRt'"A RTa'tt',hd"'9 uwy tlC;t^dt+`IIIRONNIE,NIFA i3OI',IlSURVA u'ION Focffliy UWC 111)11 4738 0 1189 Item C✓ Permittee Responsible for Obtaining Other Required Permits The p enritttcc is respggisitPI„for obtaining any a ffieo•,permits,aMirova k,lands,casements and rights-of- way that may be eea;pax r d to carry out t@aao activities ffiat ar(;rut,athori�,etl by this pcxmit. stern D:No Hight to Trespass or Interfere with HiParian Rights This permit dors not corirvcy to the tvermro ltcc any ri lit ta)trespr'aws upon the hinds or intcrf4i> witgathe riparian rights r,p rrlhors in oratar to pearro nn the prc-ruined work apt i,uses it ttttthorizc ate inrp airtnent of any rights,title,or interest in real or personal property held or crested in a person not a party to the permit. Page 6off6 EYORK Department STATE 9 1:nvironmental Conservation NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator SERI AICHER Permit Number: 1-4738-01189/00010 NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Date: 07/02/2028 Email: dep.r1@dec.ny.gov Note:This notice is NOT a permit JqQTICE OF COMM N E_QQN$1WnDN RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail:dec.sm.RIMHP-BEH@dec.ny.gov SUNY at Stony Brook 50 Circle Road Stony Brook,NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: .................'-'-..____1.1._...--------- ...... CONTRACTOR NAME&ADDRESS: TELEPHONE: ..................... Dear DEC: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on ' We certify that we have read the referenced permit and approved plans and fully understand Fh��7[Fod—ze"j-p-ro—je'"c-t-a-n-d al-pe—rmit'conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans We can do so in full compliance with all plan notes and permit conditions The permit, permit sign,and approved plans will be available at the site for inspection in accordance with General Condition No,1 (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES FAILURE TO RETURN THIS NOTICE,POST THE PERMIT SIGN,OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail:dec.sm.RIMHP-BEH@dec.ny.gov 50 Circle Road Stony Brook,NY 11790-3409 PERMIT NUMBER:------......--,---EXPIRATION DATE:...... PERMITTEE NAME 8 PROJECT ADDRESS: ......................--_------........ ........... CONTRACTOR NAME&ADDRESS: :LEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on .We have fully compiled with the terms and conditions of the permit and approved plans (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE ................THIS NOTICE,WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. 1 2 3 4 Pool Equipment Pad Located Setback From Coping-x--14 +--I Property Line Per Code Water Line Frost-Proof Water Line Tile c 18" Autofill (Color Per Owner) O Q Align Tile Joints With Grade) Coping Joints 1/2"Marcite ° +Size of Coping to be Skimme V I Finish Adjusted Based on A (Typ. of 2) Owner Wall Finish A tA-A 34' A-A 3'_911 1 z o Material Selection. Section Section to Steps 4'-9" *#4 Bars @ 12' O.C.E.W.E.F Unblockable Deck ° Channel Drains Elev.0.0 S a Hydrotherapy (3 Ports) Auto Cover Head (Typ.of 8) Pit t Pneumatically 16' 6"Radius a Applied Concrete tB-B Bench 12" (Typ,) (Shotcrete,4,500 psi, min.) Section Underwater Color 24"Wide Blue a LED Pool Light Stone Coping (Typ. of 7) Over Cover Box Structural Support Spa Light - i Drawing Pit Steel Shall Be See Structural Pile&Grade #4 @ 10" O.C.E.W. *Note: Beam Plans Under Pool ooreears Tie To Pool Shell @ FlSteel#4 B@ 12' @ 10"O.C., 24"Min. Pool Steel Notes Embedment OCEWEF in 12'Slab Minimum Steel Cover Rquirements Pool Return All Reinforcing Steel to be To Soil:3 Inches (Typ. of 4) t Contiuous & Bonded Per Code To Pool Water:3 Inches Provide, Install &Shoot Pool 4 Pool Wall Section Against Steel-Tex. B Spa Return - Scale: N.T.S. (Typ. of 4) 12"Wide _ B CopingStone Elevation Coping Deck/Pool Coping Shoot Autocover Box 1 Proposed Swimming Pool/Spa Layout Integral With the Pool Scale: 1/4"= 1' Shell 6"x 6"Frost-Proof Tile at Water Line 4 Auto Cover RecessedAttach Wall Gunite Box.Size Per 2 " 12" Steel to Cover Manufacturer 1/2"Marcite Pool Steel 1 #4 Bars at Top of Coping 34 6"x6"Frost Skimmer Water Level Deck Each Ste Specifications Stone Inside Pool Face (Typ.) (EI -3„) Deck Level Finish 4 Proof Tile Mouth T 2' #4 Rebars Level #4 Bars 12” Radius 18 @ 12'O.C. #4 Bars @ 12"O.C.E.W. LED Light O.C.E.W. ° Tied To Steel Cage (Typ') -- ' \ II **#4 Bars 3'-6" 1/2"Thick 4'-6" Cover Box 4' �' II @ 12'O.C. ° Marcite Finish Drain to D ° 4 Vertical 12 Min. Well Dry ° ' ° 4 Provide 3"Cover Over Steel, Minimum a a II **#4 Bars 8 d Tie Cover Box Steel II @ 12'O.C. ° ° To Pool Shell Steel ° 1 •4 °° Horizontal a J R_J 1 T Pneumatically C II I I II Applied Concrete � I , , , II (Shotcrete, 4,500 psi) C II II II II J �_ _J II II II „ „ 6° -�� ��� •�,`; ._�_. ;; ;; Helical Pile&Grade Beam Radius II II II „ •61 Main Drain With -' See Drawing S-3 Of 4 0 er' .Ar' I I II II I I ° Hydrostatic Valves 'I I I "•fir' �,.jr• Collector Tubes In -.��- •° °' a ' sN -l)' �_ ;; Gravel ;; ° , , _ 2 Pool/Spa Section A-A Provide Four Additional Hydrostatic Ia N _L4 2' Min. Lci -1 Scale: 114"= 1' Valves If Record High Groundwater Is Within Three (3) Feet Of Deep End General Pool Notes Pool Slab Bottom. 1. The design is based on a drainable soil with less than 10%silt. 6"to el of All Reinforcing Steel to r Ground water shall not exist within the limits of the excavation. Inside Spa Face Attach Bottom Gravel Contiuous & Bonded Per Deck Spillway 1!4"Above Steel To Pool Code If gourndwater is encountered within two (2) feet of the pool Level Normal Water Level Steel **Note: bottom, special dewatering facilities will be required. 5 Spa Wall Section Floor Steel #4 Rebars @ 12'0.C. 2. No surchrge is permitted within four (4) feet of shallow end and s s s Scale T. Each Way in Middle of 8"Slab six (6) feet of deep end of the pool. 3. The pneumatically applied concrete (gunite) shall be a 1:4 mix ° ° with a minimum of 3-1/2 gallons of water per sack of cement. a 4. Reinforcin steel shall be intermediate rade billet This Pool Is Not Designed to Accommodate g g a Diving Board Now or In the Future. steel with a minimum lap of 24 inches for #4 bars. Installing a Diving Board On This Pool 5. Corner radii shall be a minimum of 12 inches, unless Is Hazardous and Will Cause Personal Injury noted otherwise on the plans. or Death. 6. A minimum of four hydro-static relief valves shall beDepth Spa appropriately located in the pool bottom. 3 S p Section B-13-13— o' The Design and Construction Shall Comply t JFii ixed Sand & Loam 7. Provide & install pool alarms in accordnace with code, Scale: 1/4"= 1' 1' With the Requirements of the 2020 NYS Residential ale Brown Fine Sand Code and NSPA Standard 70,2017 NEC. D 8. See site plan and architectural drawings, by others, for pool location, hardscape layout, fence details and construction P) 4.1' ater in Pale Brown SCTM No.: 1000-123-04-11 materials and colors. 5' e Sand (SP) 9. Do not scale drawings. ater in Grayish Brown Larry A. Rubinson, P.E. R & W / Engineers, P.C. 10. The Contractor is responsible for all means and methods of 7' ndyClay(cL) 380Townline Road,Suite 50,Hauppauge,NY11788 construction. 9' ater in Brown Bog (Pt) Phone(631)969-8535 Fax(631)969-8518 11. All work and materials shall conform to the requirements of the ater in Brown Clayey Virginia Graeme Baker Pool &Safety Act. nd (sc) Lomangino Residence 12• A minimum of 6 inches of crushed stone orravel shall be installed throughout the entire excavation limits. The excavation Provide Gas Fired Pool Heater Equipped With Controls 12' 2740 Deep Hole Drive That Meet the Requiremerts of the State of New York,2015 limit shall be the pool area plus 10 feet in each direction. IECC With 1026 Energy Code Suppliment. :�.� ;y' ater in Pale Brown 7 LL Mattituck, NY 11952 13. The pool bottom shall have a non-slip surface finish and shall Fine Sand (SP) pitch a maximum of one inch in twelve inches. All Steel to be Electrically Eonded In Accordance }.: �" Dw No.: With NEC and Local Requirements. 17' `' Test Hole By McDonald ;:; ✓' Proposed Swimming Pool & Spa �:_ 14. Fences & barriers shall meet or exceed all requirements of the Geoscience on 11/1/21 J New York State Building Code. Plans Prepared Only For Layout&Shell Steel. Test Hole Dwg.Scale Designed By: Date: of LIC. No. =68956 As Noted LAR I Jan.31,2021 4 1 2 3 4 2 3 F 4 R326 Swimming Pools,Spas and Hot Tubs R326.4.2.4 Widely Spaced Horizontal Members.Where the barrier is composed of R326.7.1 Multiple Alarms.A pool alarm must be capable of detecting entry into the R326.3.1 The provisions of this section shall control the design and construction as well as horizontal and vertical members and the distance between the tops of the water at any point on the surface of the swimming pool. If necessary to provide detection substantial modification of swimming pools, spas and hot tubs installed in or on the lot horizontal members is 45 inches or more, spacing between vertical members shall capability at every point on the surface of the swimming pool, more than one pool alarm of dwellings regulated under this code. Dettached one and two-family dwellings not be greater than 4 inches. Where there are decorative cutouts within vertical shall be provided. classified as Group R-3 are constructed under the Building Code of New York State. members, spacing within the cutouts shall not be greater than 1-3/4 inches in width. R326.7.2 Alarm Activation Pool alarms shall activate upon detecting entry into the water Exception: Communal pools for the shared use of multiple townhouse units shall be regulated R326.4.2.5 Chain Link Dimensions. Mcximum mesh size for chain link fences shall be a and shall sound poolside and inside the dwelling. 2-1/4 inch square unless the fence has vertical slats fastened at the to by the Building Code of New York State. q p or bottom R326.7.3 Prohibited Alarms The use of personal immersion alarms shall not be construed as R326.1.1 Compliance with other sections. Swimming pools, spas and hot tubs shall comply with which reduces the openings to not more than 1-3/4 inches. compliance with this section. this section and other applicable sections of this code. The requirements of this section R326.4.2.6 Diagonal Members.Where the barrier is composed of diagonal members, and of the other applicable sections of this code shall be in addition to,and not in the maximum opening formed by the diagonal members shall not be greater than Deck Material A replacement of or substitution for, the requirements of other applicable federal,state 1-3/4 inches. and local laws and regulations, including, but not necessarily limited to the requirements R326.4.2.7 Gates.Gates shall comply with the requirements ofSections R326.4.2.1 St. St. Brackets A of Section 8003 (Federal swimming pool and spa drain cover standard) of Title 15 of the through R326.4.2.6, and with the follcwing requirements: To Support Deck United States Code (CPSC 15 USC 8003),where applicable. R326.4.2.7.1 Self-closing and Opening Configuration.All gates shall be self-closing. R326.2 Definitions. For the purpose of these regulations, the terms used shall be defined as follows In addition, if the gate is a pedestrian access gate, the gate shall open outward, St. ZMaterial and as set forth in Chapter 2. away from the pool. Steel Tray A Barrier, Permanent. A fence, the walls of a permanent structure,any other structure or R326.4.2.7.2 Latching,All gates shall be self-latching,with the latch handle located a combination thereof which completely surrounds the swimming pool and sufficiently obstructs within the enclosure (i.e., on the pool side of the enclosure) and at least 40 inches op of Beam access to the swimming pool. above grade. In addition, if the latch handle is located less than 54 inches from Wall To Be grade, the latch handle shall be located at least 3 inches below the top of the gate, Barrier,Temporary. An approved temporary fence, permanent fence,the walls of a and neither the gate nor the barrier shall have any opening greater than 0.5 inches Tiled permanent structure, or any combination thereof that sufficiently prevents access to the within 18 inches of the latch handle. swimming pool by any person not engaged in the installation or construction of the swimming R326.4.2.7,3 Locking. All gates shall be securely locked with a key,combination or ° f \dePool 114" Round Edge* pool during its installation or construction. other child-proof lock sufficient to prevent access to the swimming pool through such ° Beam Hot Tub. See"Spa" gate when the swimming pool is not in use or supervised. wall. 2-1/2"at Box. 3" Residential. That which is situated on the remises of dwellings regulated under this code,and R326.4.2.8 Dwelling Wall as Barrier.A wall or walls of a dwelling may serve as part of the p g g barrier, provided that the wall or walls meets the applicable At inside pool Wall. detached dwellings classified as R-3 and constructed under the Building Code of New York p pp' able barrier requirements of Extended Walk-On Vanishing Lid State. Sections R326.4.2.1 through R3264.2.6, and one of the following conditions shall be met: Spa. A portable or non-portable structure intended for recreational or therapeutic bathing,in 1.) a.) Doors with direct access to the pool through that wall shall be equipped with an Coping Stone w ich all controls,water heating and water-circulating equipment are an integral part of the alarm which produces an audible warning when the door and/or its screen,if present, product. Spas are shallow in depth and are not designed for swimming or diving. are opened.The alarm shall be listed in accordance with UL 2017.The audible alarm Cover Box Anodized ate'= ' ' ' ' '' ' Aluminum Substantial Damage. For the purposes of determining compliance with the pool alarm provisions shall activate within 7 seconds and sound continuously for a minimum of 30 seconds Side Wall Track of this section, damage of any origin sustained by a swimming pool,whereby the cost of restoring after the door and/or its screen, if present, are opened and be capable of being heard ° the swimming pool to its before-damaged condition would equal or exceed 50 percent of the throughout the house during normal household activities. The alarm shall automatically 2-1/2" a market value of the swimming pool before the damage occurred. reset under all conditions. The alarm system shall be equipped with a manual means, Substantial Modification. For the purposes of determining compliance with the pool alarm such as a touchpad or switch, to temporarily deactivate the alarm for a single opening. 6'x6" Frost-Proof provisions of this section, any repair, alteration, addition or improvement of a swimming pool, Deactivation shall last for not more than 15 seconds;and Qin' Water Line Tile the cost of which equals or exceeds 50 percent of the market value of the swimming pool b.) Operable windows in the wall or walls used as a barrier shall having a latching device o B before the improvement or repair is started. If a swimming pool has sustained substantial located no less than 48 inches above the floor. Openings in operable windows shall not Q0 a ° B damage, any repairs are considered substantial modifications regardless of the actual repair allow a 4 inch diameter sphere to pass through the opening when the window is in its ° Q° a a work performed. largest opened position;and Gunite Layout at Recessed Box Underside Track Suction Outlet. A fitting,fitting assembly, cover/grate,sump,and related components that c.) Where the dwelling is wholly contained within the pool barrier or enclosure,alarms shall provide a localized low pressure area for the transfer of water from a swimming pool. be provided at every door with direct access to the pool;or Swimming Pool. Any structure, basin, chamber or tank which is intended for swimming, d.) Other means of protection, such as self-closing doors with self-latching devices,so long diving, recreational bathing or wading and which contains, is designed to contain,or is as the degree of protection afforded is not less than the protection afforded by Item 1 capable of containing water more than 24 inches deep at any point. This includes described above. Pool::,'' `..' '"` in-ground, above-ground and on-ground pools, indoor pools, hot tubs,spas and wading pools. 8326.4.2.8.1 Alarm Deactivation Switch Location. Where an alar T Swimming Pool, In-Door. A swimming pool which is totally contained within a structure and m h provided,the deactivation switch shall be located 54 inches or more above the threshold of the door. surrounded on all four sides by the walls of the enclosing structure. In dwellings required to be Accessible units,Type A units, or Type B units,the deactivation B Pool Beam Wall Swimming Pool, Outdoor. Any swimming pool which is not an indoor pool. switch shall be located 48 inches above the threshold of the door. ----- R326.3 Compliance With Other Standards. ----_ --z 8326.4.2.9 Pool Structure as Barrier.Where an above-ground pool structure is used as abarrier, - _ D R326.3.1 In-ground Pools. In-ground pools shall be designed and constructed in conformance with or where the barrier is mounted on top of the pool structure, the structure shall be designed ANSI/APSP/ICC 5 (American National Standard for Residential In-Ground Swimming Pools,2011). and constructed in compliance with ANSI/SPSP/ICC 4 and meet the applicable barrier 3" Drain 8326.3.2 Above-ground and On-ground Pools. Above-ground and on-ground pools shall be requirements of Sections R326.4.2.1 through 8326.4.2.8. "Where the means of access is a ladder ',+' W designed and constructed in conformance with ANSI/APSP/IGC 4 (American National Standard or steps, one of the following conditions shall be met: r , for Above-Ground/On-Ground Residential Swimming Pools,2012). 1. The ladder or steps shall be capable of being secured, locked or removed to prevent access. • 'r '• �.;�• ' ' . . '• ;.,' , • '? :, R326.3.3 Permanently Installed Spas and Hot Tubs. Permanently installed spas and hot tubs When the ladder or steps are secured, locked or removed, any opening created shall not •'. '"' "J '' "''" " < shall be designed and constructed in conformance with ANSI/APSP/ICC 3 (American allow the passage of a 4-inch-diarnetersphere;or Recessed Concrete Box Dimensions *To minimize scraping on Cover National Standard for Permanently Installed Residential Spas and Swim Spas,2014). 2. The ladder or steps shall be surrounded by a barrier which meets the requirements of R326.3.4 Portable Spas and Hot Tubs. Portable spas and hot tubs shall be designed and Sections R326.4.2.1 through R326.4.2.8. Typical Underside Track-Box Dimensions Minimum 3-1/2" Between Bottom constructed in conformance with ANSI/APSP/ICC 3 (American National Standard for R326.4.3 In-Door Swimming Pool.Walls surrounding•an in-door swimming pool shall comply with Motor Opposite Beaml Throat Depth Width of Stone &Top of Bond Beam. Residential Portable Spas and Swim Spas,2013). Section R326.4.2.8. M O e T D W Stone Must Extend 24" Over Bond R326.4 Barrier Application.The provisions of this section shall control the design of barriers for swimming R326.4.3 Prohibted Locations. Barriers shall be located so as to prohibit permanent strucutres, 32" 10" 18-24" 2"to 12-1/2''12-1/2' Beam. Conceal Leading Edge. pools,spas and hot tubs. These design controls are intended to provide protection against equipment or similar objects from being used to climb the barrier. finished beam potential drowning and near drowning b sufficient) preventing access to swimming R326.5 Entrapment Protection For Swimming Pool & Spa Suction Outlets.Suction outlets shall p g g Y Y p g g Alter Dimensions for Pool Cover Box Based On C pools, spas, and hot tubs b persons outside the property, persons within the dwelling,and be designed to produce circulation throughout the pool or spa. Single-outlet systems, p p Y p p p Y- p g' such as automatic vacuum cleaner systems, or multiple suction outlets,whether, Manufacturer Installation Specifications. C persons in other parts of the property not contained within the pool enclosure. isolated by valves or otherwise, shall be protected against user entrapment. fTVypical AutoCover Details R326.4.1 Temporary Barriers. An outdoor swimming pool shall be surrounded by a temporary barrier R326.5.1 Compliance.Suction outlets shall be designed and installed in acordance during installation or construction that shall remain in place until a permanent barrier in - N.T.S. Modify Dimensions Per Manufacturer with the requirements of CPSC 15 USC 8003 and ANSI/APSP/ICC 7,where applicable. compliance with Section 8326.4.4 is provided. R326.6 Suction Outlets.Suction outlets shall be designed to produce circulation throughout Exceptions. the pool or spa. Single-outlet systems,such as automatic vacuum cleaner systems, Auto Cover Notes: 1.Above -ground or on-ground pools where the pool structure constitutes a barrier in compliance with Section 8326.4.2.9. against multiple suction outlets,whether isolated by valves or otherwise,shall be protected 1. Installation to be completed in accordance with 2.Spas or hot tubs with a safety cover which complies with ASTM F1346,provided that such manufacturer's specifications for an extended vanishing lid safety cover is in place during the period of installation or construction of a hot tub or spa. R326.6.1 Compliance Alternative.Suction outlets may be designed and installed in with underside aluminum track. The temporary removal of a safetycover as required to facilitate the installation or construction accordance with ANSI/APSP/ICC 7. p y q 8326.6.2 Suction Fittings. Pool and spa suction outlets shall have a cover that conforms 2. The tracks must be a true rectangle and perpendicular of a hot tub or spa during periods when at least one person engaged in the installation or R ANSI/ASM i n 1ttings, o l n inch o 23 inch drain rate or larger,or approved to the unit mechanism and recessed housing. construction is present is permitted. Y g g channel drain system. 3. Conduit must be on motor end and shall not protrude R326.4.1.1 Height.The top of the temporary barrier shall be at least 48 inches above grade, Exception:Surface skimmers. more than 4"into box. measured on the side of the barrier,which faces away from the swimming pool. R326.6.3 Atmospheric Vacuum Relief System Required. Pool and spa single or multiple- 4. The top inside pool corners (above the waterline) must R326.5.2.2 Replacement by a Permanent Barrier.A temporary barrier shall be replaced by outlet circulation systems shall be equipped with atmospheric vacuum relief should be square, not radius. a complying permanent barrier within either of the following periods: grate covers located therein become missing or broken. This vacuum relief system 5. At the recessed box end, the pool wall bond beam must l. 90 days of the date of issuance of the building permit for the installation or construction shall include at least one approved or engineered method of the type specified p ( ) of the swimming pool;or herein, as follows: be shot 2-1/2" (2"finished with tile) lower than the side walls. 2. 90 days of the date of commencement of the installation or construction of the swimming pool. 1. Safety vacuum relief system conforming to ASME Al 12.19.17;or 6. Opening of the track (throat) must be 2-1/2"at box (2"finished R326.4.1.2.1 Replacement Extension Subject to the approval of the building official,the time 2. An approved gravity drainage system. . period for completion of the permanent barrier may be extended for good cause, R326.6.4 Dual Drain Seperation.Single or multiple pump circulation systems have a with tile), sloping to 3" Inside the pool. minimum of two suction outlets of thea roved t e. A minimum horizontal or 7. Selection of color cover fabric by owner. including, but not limited to, adverse weather conditions delaying construction. p� Y R326.4.2 Permanent Barriers. Swimming pools shall be completely enclosed by a permanent or vertical distance of 3 feet shall separate the outlets. These suction outlets shall 8. Leading edge must be set a minimum of four (4) inches back be piped so that water is drawn through them simultaneously through a vacuum from the pool wall. barrier complying with Sections 8326.4.2.1 through 8326.4.2.6. relief-protected line to the pump or pumps. R326.4.2.1 Barrier Height and Clearances.The top of the barrier shall be no less than 48 R326.6.5 Pool Cleaner Fittings.where provided, vacuum or pressure cleaner fitting(s) inches above grade, measured on the side of the barrier which faces away from the shall be located in accessible position(s) at least 6 inches and not more D swimming pool. The vertical clearance between grade and the bottom of the barrier than 12 inches below the minimal operational water level or as an attachment D shall not be greater than 2 inches measured on the side of the barrier that faces away to the skimmer(s) from the swimming pool. Where the top of the pool structure is above grade,the R326.7 Swimming Pool &Spa Alarms, Applicability.A swimming pool or spa barrier may be at ground level, or mounted on top of the pool structure. Where the installed or substantially modified after December 14,2006 shall be barrier is mounted top of the pool structure, the barrier shall comply with Sections equipped with an approved pool alarm. Pool alarm shall comply with Larry:A. Rubinson, P.E. R & W / Engineers, P.C. 8326.4.2.2 and 83266..4.2.3. 380 Townline Road,Suite 50,Hauppauge,NY 11788 R326.4.2.2 Solid Barrier Surfaces. Solid barriers,which do not have openings shall not ASTM F2208 (Standard Specification of Pool Alarms),and shall be installed, used and maintained in accordance with the manufacturer's instructions ' Phone(631)969-8535 Fax(631)969-8518 contain indentations or protrusions except for normal construction tolerances and and this section. � c , •.`, tooled masonry joints. Lomangino Residence R326.4.2.3 Closely Spaced Horizontal Members.Where the barrier is composed of Exception: horizontal and vertical members and the distance between the tops of the horizontal 1.A hot tub or spa equipped with a safety cover which complies with 2740 Deep Hole Drive members is less than 45 inches, the horizontal members shall be located on the swimming ASTM F1346 �. ..' Mattituck, NY 119522.2.A swimming pool (other than a hot tub or spa) equipped with an ;..',- pool side of the fence. Spacing between vertical members shall not exceed 1-3/4 h automatic ower safety cover which complies with ASTM F1346. . o.: inches in width. Where there are decorative cutouts within vertical members,spacing p Y p Proposed Pool & Spa Notes [!4 within the cutouts shall not be greater than 1-3/4 inches in width. ftDwg.Scale Designed By: Date: LIC. No'.``ZS��56 As Noted LAR Jan.31,2021 1 2 3 4 2 3 4 35'-3" 1-4'-2" 7'-5" 7'-5" 7'-5" 71-511 A c-c A © © © c-c A „ -8„ Ell— ID © 5'-8" B C A A A 18' Grade Beam © Max. Load © {Typ) C Max. Load D-D D-D Contributing Contributing A 4'-6' A Area, B Pile Area, C Pile Helical Pile (Typ•) -8" 4'-6" B B EDEl D © © © Ml c Max. Load Contributing Deck Area,A Pile Elev.0.0 5 Proposed Pile / Grade Beam Layout - Scale: 1/4"= 1' 34' 8' Top of Coping Water Level Inside Spa Face Deck Stone EI.-3" Deck Level Deck Level Leve COM M 6'-5" -5" 6'-911 LUJ II II C II II II II II II II II 11 II II II „ II II II II II II II 11 II II 11 II II II „ ••ii•• •'ii•• ,•u•• �� ii ii ..u•• ,•u•• ,•u•• II II „ �� II II II II II II• II• 11 ••W•' II II II II II .•Ir •�r ,I II ..w•• ,.w• II• II n• n II ��r• II II III •�r ..►r• •�r II II „ II• II I II II II II II a 'yi •,��• •,��• ii ii ii II II II 11 II II II II ,I V w a u -H- -H- w w u �Z Pile / Beam Section C-C u u 7 Pile / Beam Section D-D Scale: 1/4"= 1' - Scale: 1/4"= 1' Concrete pool/spa slab. See separate plan Concrete pool/spa slab. See separate plan Concrete pool/spa slab. See separate plan for reinforcement requirements. for reinforcement requirements. for reinforcement requirements. • 2"x 4"key way,continuous 2"x 4"keyway,continuous 2"x 4"keyway,continuous Two 2 #5, , ( ), 24"D x 16"W reinforced concrete Two (2) #5, 24"D x 16"W reinforced concrete continTwo (2) #i, 24"D x 16"W reinforced concrete continuous,2' clr, :, grade beam.4,000 psi concrete. continuous,2"clr. - ,^ grade beam.4,000 psi concrete. uous, "c r. grade beam.4,000 psi concrete. #3 Stirrups at 12"o.c.,2"dr. - '' #3 Stirru s at 12"o.c.,2"dr. p :;`•. •: #3 Stirrups at 12"o.c.,2"dr. 'T "' Extend inpto ool /s a slab where •' (3),#5 . • p p Three (3) #5, p p Three (3) #5, - Extend into pool /spa slab where Three , ? •. ':+'T '„ 6" depicted,3"min. Where walls „ 6" depicted,3"min. Where walls Extend into pool /s a slab where 6' depicted,3"min. Where walls continuous,2' cir. resent,maintain stirrups rade continuous,2"clr, continuous,2"dr. -� p p g i present,maintain stirrups in grade I I present,maintain stirrups in grade beam and provide vertical I ibeam androvide vertical I I p I I beam and provide vertical reinforcement as depicted. reinforcement as depicted. I reinforcement as depicted. I I I 1 Chance 6x6 Helical Pile Cap Chance 6x6 Helical Pile Cap Chance 6x6 Helical Pile Cap D III� D cmcim�' cam ms c I I cm l i' mmma�' s ice\ Chance Helical Pile SS 150 ; Chance Helical Pile SS 150 I �\ Chance Helical Pile SS 150 SCTM No.: 1000-123-04-11 I —12/ 10 Double Helix i i 14/ 12 Double Helix i i \x-14/ 12/ 10 Triple Helix �arry,A.Rubinson P.E. R & W / Engineers,neers P.C. amt4m� 12'min.to top helix plate from pile cap. cmc mca 12'min.to top helix plate from pile cap, am- 3mm' 12'min. to top helix plate from pile cap. , �' ''. 380 Townline Road,Suite 50,Hauppauge,NY 11788 Pile working load= 11,708 lbs(5.85 ton) I I Pile working load= 20,116 lbs(10.0 ton) I I Pile working load= 21,114 lbs(10.56 ton) Phone(631)969-8535 Fax(631)969-8518 Pile ultimate load=23,416 lbs(11.71 ton) Pile ultimate load=40,232 lbs(20.1 ton) I I Pile ultimate load=42,228 lbs(21.11 ton) Lomangino Residence 11 II V; 2740 Deep Hole Drive Mattituck, NY 11952 g Pile A / Grade Beam Detail q Pile B / Grade Beam Detail 1p Pile C / Grade Beam Detail ,` v ;;;f> Proposed Swimming Pool & Spa Dwg.No.: Scale: 1/2"= 1' - Scale: 1/2"= 1' - Scale: 1/2"= 1' Dwg.Scale Designed By: Date: �,3 tic. No.: 68956As Noted LAR I Jan.31,2021 4 2 3 14 1 1 T 2 3 4 Codes And Standards Submittals 1. All work shall conform to the requirements of the New York State Building Code, latest edition,and with the rules and 1. Prior to proceeding with the work, contractor shall submit the following to the engineer for review: regulations of all local and governmental agencies having jurisdiction. a. Mix designs for all grades of concrete including certified test data on strength of sample batches. 2. Where more stringent, the latest edition of the following codes shall apply to work: b. Placing and shop drawings for all reinforcing steel. a. ACI 301,"Specification For Structural Concrete For Buildings" 2. Review of shop drawings by the engineer is only for general compliance with design intent. Review of the drawings does not b. "Building Code Requirements For Structural Concrete",ACI 318. relieve the contractor of completing the work in accordance with the drawings and specifications. Contractor will allow a General minimum of 10 working days for review of all submittals,following receipt by engineer. 1. If there is a discrepancy on the construction documents, the Architect/Engineer shall be notified immediately so that it may 3. Submit the following to the engineer for record purposes: be resolved. Unless otherwise noted, the more conservative interpretation of the construction documents shall apply. a. Results of concrete specimen compressive strength test, submit within 48 hours of testing. A 2. The contractor shall be responsible for adequately bracing and protecting all work during construction against damage, b. Soil compaction tests for all controlled fill. A breakage, collapse, distortion, and misalignment. The contractor shall be fully responsible for"means and methods"of construction. 3. All existing conditions shall be checked and verified in the field before work is begun. Any obstruction encountered during General Notes: excavation, demolition, or construction shall be reported to the Architect/Engineer immediately so that corrective measures 1. No note or detail or lack thereof shall be construed as relieving the contractor from execution of all work in accordance with or adjustments can be made. all New York State and/or local codes. 4. Prior to construction, the contractor shall verify all structural elevations and dimensions with existing conditions and with other 2. All brick and concrete walls shall be bonded together w/galvanized dur-o-wall mesh ties every 2 block courses. project drawings. Any deviations shall be brought to the Architect/Engineer's attention. 3. All dimensions shall be field verified by the contractor prior to project commencement or ordering of any material. 5. The contractor shall furnish all certifications, laboratory test reports and inspection reports required. 4. G.C. shall provide all temporary support and or bracing which may be required during demolition and construction. 6. Contractor shall conform to the project specifications in addition to these general notes. 5. All work shall conform to New York State Building Construction Code, the NYS Energy Conservation Construction Code and all 7. Contractor shall coordinate structural drawings with architectural, mechanical&electrical drawings. local codes,rules, regulations and zoning laws. 8. Openings in walls, roof, etc. shall be coordinated, sized,furnished, and installed per mechanical,electrical,and plumbing 6. If, during the course of construction, a condition exits which disagrees or conflicts with what is indicated on these drawings requirements, even if not shown as such on architectural or structural drawings. and specifications, the contractor shall stop work and notify the engineer,should the contractor fail to follow this procedure 9. The contractor shall not make deviations from design drawings without written approval from the Architect/Engineer. and continue with the work, he shall assume all responsibility and liability arising there of. 10. All sections and details shall be considered typical and apply for the same and similar conditions, unless otherwise specifically 7. These drawings and specifications have been prepared by the engineer and to the best of his knowledge and belief meet noted. the requirements of the NYS energy conservation construction code. Concrete 8. Drawings and specifications as instruments of service are and shall remain the property of the engineerwhether the project 1. All concrete work shall conform to ACI-318 specifications for structural concrete for buildings and ACI-301 building code for which they are made is executed or not.They are not to be used on any other projects or sites or extensions and requirements for reinforced concrete. expansions to this project except by written agreement along with appropriate compensation to the Engineer. 2. All concrete shall be 4000 p.s.i. controlled stone or gravel, concrete,air entrained where exposed. 9. The Engineer has not been retained for on site inspection or observation of construction. 3. Reinforcing steel shall conform to ASTM A-615, grade 60, except stirrups and ties which may be grade 40. 10. The Engineer shall not be responsible for construction means, methods, techniques,sequences and procedures employed by 4. Splicing of reinforcement is permitted only at locations show on the contract drawings or as accepted by the Engineer. Unless contractors in the performance of their work, and shall not be responsible for the failure of any contractor to carry out work in otherwise noted, reinforcing steel shall be spliced to develop its full tensile capacity in accordance with ACI 318. accordance with his contract with the owner, and in accordance with these plans and specifications. 5. Minimum concrete cover for reinforcement shall be as given in paragraph 7.7.1 of ACI 318,unless otherwise noted. 11. The contractor shall give all notices and comply with all laws, ordinances, regulations and orders of any public authority 6. Detailing of reinforcing steel shall conform to"ACI manual of standard practice for detailing reinforced concrete structures" bearing on the performance of the work indicated on the drawings. B (ACI 315). 12. Do not scale drawings.Written dimensions supersede scaled dimensions. B 7. Non-shrink grout shall be non-metallic with a minimum compressive strength of 5000 p.s.i. 13. It is a violation of New York State law for any person, unless acting under direction of the Licensed Engineer to alter these 8. Provide proper high chairs,spacers and supports to hold reinforcing securely in place while placing concrete. Bar supports plans in anyway. shall be all galvanized metal with plastic tips. 14. The contractor shall verify the integrity of all existing footings and foundation prior to project commencement,or amend as 9. Provide expansion, control and construction joints as required by applicable sections of ACI 301-84. required. 10. Construction joints,when required, are subject to the requirements of the contract documents and shall be in conformance with ACI 318. Drawings showing location and details of the proposed construction joints shall be submitted with reinforcing ADD'LTOP steel shop drawings. REINFORCING -C SUPPORT SHORIZONTAL 11. Expansion and contraction joints between concrete members shall be filled with approved material. See specifications for ADD'LTOP COC UPPORTNTINUOUS TOP BARS details. REINFORCING REINFORCING 12. Calcium chloride shall not be used in concrete mixes. 11/7, 1/4 LI GREATER of GREATER OF I 0.3 L1 OR 0.3 L2 I 13. Reinforcing bars or welded wire fabric shall not be welded, tack-welded or used for striking an arc. CLEAR 0.3 L1 OR 0.3 L2T 14. Cold weather concreting shall be in accordance with ACI-306. Earthwork I -36 DIA. 1. The finish excavation for foundations shall be neat and true to line with all loose material removed. NOTE I LAP REINFORCING AS SHOWN OR PROVIDE 2. Foundation excavations shall be kept free of loose material and standing water. 0"UNLESS CORNER BARS.WHERE CORNER REINFORCEMENT IS DIFFERENT SIZE,BEND AND LAP LARGER S1ZE BARS. I 2"TYP. OTHERWISE I/8 LI I 1/8 L2 3. Backfill within building area shall be mechanically compacted in layers. Flooding will not be permitted. I ROM ACE NOTED 4. All existing fill material shall be removed and replaced with engineered fill. of suPPORT BOTTOM REINFORCING, BOTTOM REINFORCING, ,•_6 SEE NOTE#2 5. All structural fill shall be installed in nine (9) inch lifts and compacted to 95%of its maximum density at optimum moisture as , 6"M'" SEE NOTE 12 TYP. determined by modified proctor density tests (ASTM D1557). The existing site fill may be used if it conforms to gradation STI IF UPS,TYP., requirements and is approved by the geotechnical engineer. SEE BEAM SCHEDULE ADDITIONAL LONGITUDINAL BARS,TYP.,SEE NOTE#6 6. Structural fill gradation requirements are as follows: LI L2 a. maximum particle size-6 inches. END SPAN INTERIOR SPAN NOTES: b. at least 10%and not more than 75% by weight retained on the#10 sieve. 1.SUPPORT REINFORCING NOT SHOWN.FOR REINFORCING SEE APPLICABLE S.THE ORIENTATION OF THE BEAM MARK ON PLAN DEFINES THE RIGIIT AND LEFT END C. not more than 12% by weight Of non-plastic fines (material passing the#200 sieve). DETAILS. OF EACH BEAM FOR PLACEMENT OF ADDITIONAL TOP REINFORCEMENT.SEE THE 2.A MINIMUM OF 50%OF THE BOTTOM REINFORCING STEEL SHALL EXTEND INTO CONCRETE BEAM SCHEDULE. 7. Control fill operations shall be inspected and tested by a qualified geotechnical engineer or inspector prior to the placement SUPPORTS AND IN NO CASE SHALL THIS NUMBER BE LESS THAN TWO(2)BARS. 6.PROVIDE ADDITIONAL LONGITUDINAL SIDE BARS AS INDICATED BELOW UNLESS C of any concrete. These tests shall be performed at sufficient frequency and spacing to ensure proper subgrade performance. 3.WHERE MORE THAN ONE LAYER OF REINFORCING IS SPECIFIED THE BARS IN OTHERWISE NOTED ON BEAM SCHEDULE: the testing lab shall submit compaction reports for all fill t0 the engineer Of record. THE TOP LAYER SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM IF DEPTH<24"NO ADDITIONAL BARS REQUIRED. LAYER WITH A CLEAR DISTANCE BETWEEN LAYERS OF 1 INCH. IF 24"<DEPTH<36"PROVIDE ONE(1)#4 BAR EACH FACE AT MID-DEPTH OF BEAM, Helical Screw Anchors (HSA) 4.AT TALL BEAMTO GIRDER JOINTS PLACE REINFORCING FOR GIRDER ABOVE IF DEPTH>36"PROVIDE ADDITIONAL#4 BARS SPACE AT 18'O.C.EACH FACE. TOP REINFORCING FOR BEAM. 7.PROVIDE A CLASS"A"SPLICE FOR 25%OF THE BOTTOM BEAM AND GIRDER Helical screw anchors (HSA) shall have a minimum ultimate capacity as per per plans (2x working load). REINFORCING.TWO(2)BARS MINIMUM. 2. The contractor shall provide all required supervision, labor. materials, and equipment for the installation of helical piers as indicated on the drawings. Related work includes excavation, backfill, temporary protection,and shoring. Contractor shall TABLE# 1 REINFORCEMENT ANCHORAGE SCHEDULE e responsible for locating and stacking piles. TENSION LAP SPLICES IINCHES, TABULATED VALUES ARE GIVEN IN INCHES&ARE CALCULATED FOR tr-60,000 PSI 3. All piles shall have a minimum total installation depth of 12 feet. (TIE MEMBERS NOT INCLUDED) STONE CONCRETE 4. Installation units shall consist of a rotary type torque motor with forward and reverse capabilities. Installation units shall be „A" 2) "B" It 3,000 PSI 4,000 PSI 5,000 PSI AS RE°UIRED capable of developing the minimum torque as required. BAR UP TO 15%REINFORCENI"NT SPLICED MORE THAN IS%REINFORCEMENT SPLICED BA Id Idt Idh Idc Id Idt Idh Idc Id Idt Idh Idc 5. Each HSA shall be designed to meet the specified loads and acceptance criterion as shown on the drawings. SIZE 500 00C 5,00 ,FIC w 7, 9,0003, 3, 4, SOC OC fi0 000 00 «,0 #3 12 13 6/8 a 12 13 6/7 a 12 13 6/6 B 6. Each HSA shall be designed by a professional engineer employed by the helical screw manufacturer. #3 R 12 12 12 12 12 12 12 ,2 1712 12 12 12 12 12 12 #4 12 17 8111 11 12 17 7/9 9 12 n 6/8 9 13 13 13 13 13 13 13 ,3 16 16 16 16 16 16 16 16 #5 15 21 10/14 14 15 15 8/12 12 15 21 7111 II 7. Contractor shall verify location of all existing piles, pile caps, and/or grade beams at or adjacent to new construction. R 12 12 12 12 12 12 12 12 I6 16 16 16 16 16 16 16 8. The helical lead sections and extension sections shall be solid steel, round cornered square shaft,or round steel pipe shaft,or #4 T 17 n 17 17 1/ 17 17 17 22 22 22 22 22 22 22 22 #6 19 v 1,116 16 18 25 ,0114 14 18 25 9/13 14 composite steel and grout shaft configured with one or more helical bearin plates welded to the shaft. #5 R 15 15 15 15 15 15 15 15 20 20 20 20 20 ===-- 1 g p 21 21 21 21 21 21 21 2, 27 27 27 27 27 27 27 27 #7 26 37 13/19 9 23 32 12/17 17 21 29 10/15 16 9. All piers must be corrosion protected by hot dip galvanization. #6 R 27 2 2518 18 1 18 1 18 25 18 #8 35 48 15112 22 30 42 13/19 19 z7 38 I2/17 18 10. Prior to the start of work, the following items, signed and sealed by a NYS PE,shall be submitted for approval: 2s 35 33 33 33 33 33 33 33 a. manufacturer's product data and installation instructions. #7 R 26 24 23 21 21 2 21 21 34 32 30 27 27 7 #9 44 61 17/25 25 38 53 15/21 21 34 48 13/19 20 2y 4 b. p g g g #8 R 35 32 30 27 25 24 24 24 45 42 39 35 32 31 3 31 #10 56 78 17/28 28 48 67 17/24 24 43 60 15/22 23 shop drawing submittals showing the following information: i location of helical screw anchors T 34 63 58 55 49 45 44 44 44 #11 68 96 23/31 31 59 83 19/27 27 53 74 17/24 25 #9 R 27 II HSA design load T 61 57 53 48 43 40 38 38 80 74 69 62 56 52 49 49 R 56 52 48 43 39 36 34 2 72 67 63 56 51 47 44 42 NOTES A&B C D A&B C D A&B C D Iii type and size of central steel shaft #10 T 101 94 t1018 �96 72 66 62 58 iv helical configuration (number and diameter of helix plates) #11 R 68 64 59 53 48 45 42 40 D v minimum effective torque T 96 89 83 74 68 63 59 55 124 115 8B 81 76 7z A minimum overall length GLOSSARY D VII HSA attachment to structure relative to pile cap. Id-DEVELOPMENT LENGTH(LENGTH REQUIRED TO ANCHOR REINFORCING AT EACH END) p Idt-DEVELOPMENT LENGTH(LENGTH REQUIRED TO ANCHOR TOP BARS HAVING MORE THAN 17' C. quality assurance submittals Including the following: OF FRESH CONCRETE PLACED UNDER THEM) SCTM No.. 1000-123-04-11 Idh-DEVELOPMENT LENGTH OF HOOKED BARS(TO PERIMETER OF HOOK) I design data and calculations Idc- DEVELOPMENT LENGTH FOR BARS IN COMPRESSION Larry A.,Rubinson, P.E. R & W / Engineers, P.C. ii certified test reports, including results of pile load test. NOTES: ., 380 Townline Road,Suite 50,Hauppauge,NY 11788 III manufacturer's certification that products meet Or exceed requirements. A. USE Id TABULATED VALUES WHEN BARS HAVE LESS THAN I2"OF CONCRETE BELOW BOTTOM OF ! ~\� Phone{e Roa ,Suite Fax(631)959-8518 BARS(ie:FOR BOTTOM REINFORCING AND FOR TOP REINFORCING IN SHALLOW BEAMS AND ,.� d. Closeout submittals Including: SLAB). USE Idt WHEN BARS HAVE MORE THAN 12"OF FRESHLY PLACED CONCRETE BELOW i installer's field reports recording the following: BOTTOM OF BARS. Iot I lL�y�angino Residence 1 ce L B. TABULATED VALUETATE MAYBE PARALLELREDUCEDCONCRETE ED BARS ARE SPACED MORE THANE"Q.G.AND 2740 Deep Hole Drive II type, size and actual locations of HSA. ARE AT LEAST3"fROMPARALLELCONCRETEEDGES. III final installed depth of HSA. C. LOWER VALUES OF DEVELOPMENT LENGTH OF HOOKED BARS Idh MAY BE USED IF TAIL l ryY N1 EXTENSION OF THE HOOK HAS AT LEAST T COVER AND CONCRETE COVER TO SIDE OF HOOK IV torque Installation records on all HSA. IS AT LEAST 2 1/2"THICK. OTHERWISE USE HIGHER Idh VALUES TABULATED. t,r Mattituck, NY 11952 v torque monitoring calibration data. D. HOOKS SHALL NOT BE CONSIDERED EFFECTIVE IN REDUCED Idc VALUES Dwg. No.: E. "R"DENOTED REGULAR BARS AND'T'DENOTESTOP BARS(MORE THAN ITOFFRESH ° 4 " .. �. Proposed Swimming Pool & Spa CONCRETE BELOW BOTTOM OF BARS). _ Dwg.Scale Designed By: Date: of LIC. NO. 56 As Noted LAR Jan.31,2021 4 1 2 3 4 REVISIONS: / r EXISTING SITE DATA (TOWN: SCTM: 1000 - 123 - 04 - 11 PROPOSED SITE DATA (TOWN): SCTM: 1000 - 123 - 04 - 11 / \( DESCRIPTION: AREA LOT% DESCRIPTION: AREA LOT% EXCAVATION FILL \ S PROPERTY: 92,749 SQ FT 2.13 ac PROPERTY: 92,749 SQ FT 2.13 ac PROPERTY WETLANDS: 6,229.2 SF PROPERTY WETLANDS: 6,229.2 SF r BUILDABLE LAND: 86,519.8 SF BUILDABLE LAND: 86,519.8 SF HOUSE: 2533.9 SF 2.93% EXISTING HOUSE: 2533.9 SF 2.93% ORF.NG.: - - `_� ENC.ROOM: 306.2 SF 0.35 LD EXISTING ENC.ROOM: 306.2 SF 0.35 PORCH: 73.7 SF 0.08% EXISTING PORCH: 73.7 SF 0.08% \10 I STOOP: 65.9 SF 0.07% EXISTING STOOP: 65.9 SF 0.07% _ \ L (2979.7) (3.43 9/6) O TOTAL: 2,979.7 SF 3.43% ^4, ' I PROPOSED POOL HOUSE: 203.0 SF 0.23% 58 CY 39 CY -- - -- -7\ r �C�.9 � 1 I' SURVEY BASED ON: 1M LAND SURVEYING LAST DATED: NOVEMBER 28,2022 7 j JJ PROPOSED POOL: 512.0 SF 0.59% 175 CY 64 CY 1 I t\ I b''r•% •I (ELEVATIONS BASED ON 1988 NAVD) PERIMETER TRENCH I DP.AIN AROUND PATIO, I ' F'�PED IN!o DRYWFII J J \ ! I�. / 7 I I 4345 SF 5.02 N / / 0 /�/ - _- --/ I t I .1 / PROPOSED PARTIALLYMASONRY PATIO; 102 CY A Y S1lVERMAN (5059.7 SF) (5.84%) J v I• �1 �'''}� PROPOSED 4'HIGH POOL m I \ _ }` I• i V G ENCLOSURE FENCE M $1L'T G E.NCL{dGF. �, `1 !) W S7oNE FALL ° per r a=7u��A �X8'o D ' I I n li TOTAL: 8039.4 SF 9.29% 233 CY 205 CY M _ _ W ►,rte OWER - 7 POOL. '. -,ar- .:!'.Qd."'�EC�UIP. it IN F- lJO ' 1' 1 .1 - I • • •. ~ y_ � `z_ 1 '1 L '' . ••. 1•. I f 0 1� SURVEY BASED ON: JM LAND SURVEYING LAST DATED: NOVEMBER 28,2022 _ _. , _PROPOSED _t If ` _ 1• 7� '. 1• :-�- �, -[J, O WALL -6-- - - - ^„ DRAINAGE DESTCda'RY / PORL HOUSE / PROPOSED PHOUSE TO BE�ONI�ECTED _' r `.' M (ELEVATIONS BASED ON 1988 NAVD) NE I «J ..')V ! 71 IOMAS O'DYi•YER�P`F. \ r I TO EXISTINGPJFIC'SYSTEM(SEE ENGMEERING I w • - ELECTRIE __ \ IN /JO•i-� J 'i I,�;,•C�.m / PLAN BY THO AS O'DWYER,P.P.FOR DETAILS) •f• I. I T/� �V rr / /i li - ._� .. ` ' •D�A i DXV t i•nn�l i-� \♦ ^ii l'ol 1 i iJ L11`L11 F-! ! I 1 1, • ,1'• I V1 11 11 o 1 Qp" E �� -_N J / ,rF, - ';.I, 1 I I I PROPOSED 0 N DW � IIII11 EXISTING 1r O / 1 / _ . PERVIOUS SHELL / / ,-ate_, t% P. 3a:o' /V PERGOLA �J`� /t / rr'r-ri-'r 7'�--'rG-•r�-1-r m 1 f vY O y 2 ` -- ' - Cti DRIVEWAY / L`D x L' ev'` Vie-r e v 1 S EX.GENERATOR ON ,.�y-��� ., > 1_ ; Y l a ' /w Q ` ' I ..' ' '..' NYSDEC ADJACENT AREA: SCTM: 1000 - 123 - 04 - 11 NYSDEC ADJACENT AREA: SCTM: 1000 - 123 - 04 11 �+ � / I CONCRETE SLAB PRoposEDUEW WALKWAY� ; : // /� /' ' ' ' I DESCRIPTION: AREA LOT% DESCRIPTION: AREA LOT% EXCAVATION FILL F...� __ \ ` ' EXISTING WALKWAY li I�! PI'Of'7SED O O �� I I 1• 1 / 1� PROPERTY: 92,749 SQ FT 2.13 ac C OP z 1 TO BE REMOVED A ` M,,, /. I., 1 I / r G S II TOP lou 1 ro PL-rt, 1"'X;4'Pool /- 4 Q b f' I I Q Y C` / 1L/ 1 PROPERTY: 92.749 5 FT 2.13 ac CUR ' N g1N y WAs ur / PROPERTY WETLANDS: 6,229.2 SF C r= O STONEC M1 ELVR \ � TO.BEsraLE, '1 1 4 LNG _1 __ /rIJ-' S•(O 1` - o(r\snES \ 'i _,I_ ._ / a •I , •I I l I PROPERTY WETLANDS: 6,229.2 SF Q q PERVIOUS -f'' ' - - __ ` t7' .'1. 1 1 I I LOT AREA>300 FEET _ t 1 t ti - L. J LOT AREA>300 FEET O US SHELL DRNE1XiAY ` J- ` O " + J I / 21,496 SF 1 FROM WETLANDS: L •`) 1 FROM WETLANDS: 21,496 SF VL CURSING - � '.I' / ByS ' PROPOSED 4,345 SF "' ILL W G _ '� 1 I� J ,� +,.\ I„ AY WC7. •'\ V J ADJACENT AREA: 65.023 SF ,� / „1�� [(�' '•-- / D / 1 1 MRTIALLY ELEVATED F/•2�a 7 I • ADJACENT AREA: 65.023 SF i�.1..VJLs - - - - -z-- --- --- �( ( rx.STONE WALK Exlsr.i EXISTING 2 STY eXln 1 ',MASONRY PATIO i m 47 --J J i. l /I• // ��^ O - DRHIi`I 1 $, I `1 sTooP HOUSE 1 ` 11 ,7 O w /"'T I l ' I' �' / _ EXISTING HOUSE: 2533.9 SF 3.90% O X O v ( I EXISTING HOUSE: 2533.9 SF 3.90 i• / I ( 1 / EXISTING ENC.ROOM: 306.2 SF 0.47 I i w ]-rl ELECTRIC r\ /' - _ - - -_ \ ^ ,•/ X4, /r I , c _ EXISTING ENC.ROOM: 306.2 SF 0.47 C `b `- I ! _ .- FIRFPIT U(1L1 `��,__ , PERVIOUSSHELL'DRIVEWAY i` u rRoposFD tLCHFOOL'N�iOSURr.' EXISTING POR I I CH: 73.7 SF E - -X / EXISTING ENCLOSED v I' 0.11 %' EXISTING O POI-' X / r KIT HE - �,",� r,_NCE 9Pi UTLI'.EDGE CF PI'.OPOtED. ! I � G PORCH: 73.7 SF 0.11% - � I V / ROOM f i. \ / \ Q? L pT +- V- � rAn a(srr +ARTIAL Sf•CTIONI I ( 1' • EXISTING STOOP: 65.9 SF 0.10% n , � EXISTING STOOP: 65.9 SF 0.10 ` O _ _� \ �� 1 S,pN�CV / J '/ // PROP(}fD3'1%60T SHOWER rr /.; % ',. I M EXISTING NORTH WALKWAY: ° .� S7 C h , MAINAC�<ONNECTEDTO„r % / l ` r J EXISTING PATIO � rj •/ J• / / !�. EXISTING NORTH WALKWAY: 0 207 SF 0.32 /o _ ^ PERIM, ER TRENCf-1'Da.91W > 2075E 0.32% VO O 1 - -1 �� _ ♦ ` 1 TO BE REMOVE6 I / / / Q p_ (TO REMAIN) C AROUND-PATIO r / ,vw{ �• `\ ` I -"'�='.. PROPOSED WALKWAY, �.'� .0 PROPOSED 4'HIGH POOI ENC URE / /` // / • EXISTING SOUTH WALKWAY: O , \ A) 1 PARTIALLY IN PLACE �1 / RR FCNCE 01':OUTER EDGE OF POSED ' '/. / 00 (TO REMOVE) 202 SF 0.31 �� 1 EXISTING OF EXISTING PATIO � tCf PATIO(SEE PA`F05 sECfioh')' '. / / PROPOSED POOL HOUSE: 203.0 SF 0.31% 58 CY 39 CY SEPTIC SYSTEM TO BE REMOVED- EXISTING ` /J �' J / MM A - /-- r - . PROPOSED 4'X 101'. / / `r) EXISTING SOUTH PATIO: `'0 `_ r� LOCATION / -/ ��'� r' NATURALVATH / / TO REMOVE) 663 SF ° ° 64 CY \ / (WOOD CHIPS.GRAVEL,8c)' /!'• 1.02 /o PROPOSED POOL: 512.0 SF 0.78 /0 175 CY tYE• •/ I t EXISTING WEST PATIO: ° r pe M14- - - - - - - /t."J './ • .l ' 1 "OLE (TO REMOVE) 70 SF 0.11 /o \ ti� 9 v\0 , a"' •\ /' '•Dr r'•/ / PROPOSED PARTIALLY ELEVATED r _ p E P 4345 SF 6.68% 102 CY ---- -7_ �� / .•d•}t 1� / 'r - MASONRY PATIO: CR PROPOSED STONE WALK: 303 SF 0.46% N - -- - ` ' E KA� / /�/O `���- ./ . TOTAL: 4121.7 SF 6.34% 1 Ffes:: ,' W �`J y D S- � •.�� •;\ J'. .• .,�� /r / SURVEY BASED ON: JM LAND SURVEYING LAST DATED: NOVEMBER 28,2022 flh TOTAL: 8549.7 SF 13.14% 233 CY 205 CY N _ (ELEVATIONS BASED ON 1988 NAVD) w AO`"�,/C` / '�?/ . '/ • . '�•': ••205 Y C OF FILL TO BE USED FROM THE 233 CY OF EXCAVATION ON SITE �� pck 233 CY-205 CY=28 CY REMAINING �/ G c Q J n / / • 28 CY REMAINING TO BE SHIPPED OFFSITE FFF•••+++'��� C) i�• ,5�� '" . 79F ••,J�' '`. :• _ i 'cl' Z ` SURVEY BASED ON: JM LAND SURVEYING LAST DATED: NOVEMBER 28.2022 ~ r� / OS , •• r r•/• •.'Ij%� %''/ O (ELEVATIONS BASED ON 1988 NAVD) SITE PLAN-PROPOSED �1 �'� °a� C W IXi SCALE: 1" = 30'-0" i'CONSU',TANTS, / o r..l r11NF•n,TcD EY Fr, �r0` // ��v �,S DL 1 2�2?-AND it-4-207.2 �,t1� ��. /�;`<,. F. 18'-0"MAX. C.to C. W N � Three pine trees to be selectively removed W ,�. Q from proposed construction area and replanted elsewhere on property more than GRADE 100 feet from wetlands STORM WATER MANAGEMENT DETAILS Depth ��° o m C 100%RUNOFFAT DRYWELL DRYWELL Mixed Sand 4 Loam PERSPECTIVE VIEW LOCATION: SF AREA; 0 R O i 2"RAIN PER HOUR PROVIDE: CAPACITY: � Z � � � PROPOSED POOL HOUSE: 457.8 SF 77 CF B'dia.X 2 VF 77 CF Fels Brown Fine Sand PROPOSED POOL: 348 SF 8'dia.X 4VF 169 CF /L+ . PROPOSED PATIO:4355.5 SF 728 CF 8'dia.X 18 VF 728 CF �, 36" MINIMUM 2 x 2 TOTAL' 914 Cf Water in Pale Brown TOTAL: (4)8'dia.X 6' 1014 CF �' � o � u � Fine Sand ISP) FENCE POST Jas M Ms SINGLE BEAD HALF ROUND GUTTER _ _ NBTFS: STANDARD 5" , Water In Grayish Brown � � Sandy Clay 0CL) WOVEN WIRE FENCE U m 1)A).DO NOT ^ - N A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. �atLOr in Brown Bog t) (6 x 6 - 10/10 WWF) �N 2)PREPARATION: I �' FELL,� / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. .9 Z ('� "FJ Q) B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR I, y N L LEI 9 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Water in Brown Clayey FILTER CLOTH lJ.i C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR (/ `/ METALS WITH PROTECTIVE BACKING PAINT, Sand (SC) O (L .INSTALLATION: 1 I N 4).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. J 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN, 2).SHEET TO JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESS RIES. B)CONNECTORS. AND CAULK WITHABUTYL SEALANT SLIP JOINT Brown W UJater in Pale B - - 3).CONNECT DOWNSPOUTS 70 STORM SEWER SYSTEM AS INDICATED.SEAL GRA DO CONNECTION WATERTIGHT. Fine Sand l I _ P eJ EMBED FILTER CLOTH � T_:' DRY WELLS TO BE 10'MIN. 4).PROTECTION: MIN. 6" INTO GROUND 4 AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I Q LMr-Dona Z -- ----- .. - COMPLETION Test Hole M D i � po 0 1 e By c ona d 411 N Test Hole Geoscience on 11/1/ 21 NOTE: 4 MAXIMUM DRAINAGE AREA POOL PENCE BY OTHERS i INSTALLER TO COORDINATE ANCHOAGEWTH THE LOCATIONS AND 1/2 ACRE / 100 LINEAR FEET N GENERAL CONTRACTOR .,. , AND CONCRETE CONTRACTOR PA'In EL H 3� - - - PRIOR TO CONSTRUCTION GRADE -- SECTION DETAIL 3 EIBO PAVERS/STONE TO BE INSTALLED OVER - 4'(,1%)C0 NCRETE SLAB 4 13, M0NOUTHK fCKITiNG _ REINFORw/6X610/10 WMM _ _ 6• -2 CONTINUOUS SARs I' POOL BY OTHERS, () - - APROXIMATELY W CY OF EXCAVATED ONSITE MONOLITHIC FOOTING WALL SWIMMING POOL SHALL BE COMPLETELY ENCLOSED BY A PERMANENT BARRIER MATERIAL TO BE USED TO ACHIEVE PROPOSED (FOR FENCE POSTS AND RETAINAGE BARRIER TO COMPLY WITH SECTIONS 83364.2.1-0.326.4 2.6 NYS RESIDENTIAL SILT FENCE DETAILS PATIO ELEVATION ON SEAWARD SIDE.NOT TO CODE ENCROACH WITHIN 100'OF TOP OF GARP IER TO BE MIN.4B'ABOVE GRADE. THE WETLAND BOUNDRY VERTICAL CLEARANCE TO NOT BE GREATER THAN 2INCHES HORIZONTAL CLEARANCE TO NOT BE GREATER THAN 1-3/4 INCHES. ALL GATES TO BE SELF-CLOSING AND SWING OUTWARD.AWAY FROM THE POOL ALL GATES SHALL BE SELFLATCHING WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE AND AT LEAST 40 INCHES ABOVE GRADE.THE LATCH HANDLE FENCE SECTION NEITHER EALLBE LOCATED 3OTHEBRRIER SHALTHEL TOP OFTHE GNIN NERHB BE GATE NOR THE BARRIER SMALL HAVE ANY OPENING GREATER A THAN 1/2 INCH WITHIN IS INCHES OF THE LATCH HANDLE, PROPOSED 4'HIGH POOL ENCLOSURE FENCE ON MONOLITHIC WALL/FOOTING J/•'�� ALL GATES OSHASUF LL BESECURELYTO PREVENLOCKEDT WITH CESSTOKEY.COMBINATION OR CHILD. OUTER EDGE OF PROPOSED PATIO TO BE INSTALLED AROUND SCALE: 1/8" 1' 017 THROUGH OUGHS CHGAIE WHEN ACCESS TOTHESWIT IN USE OR � � - THRDUGH SVCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. SEE ) PERIMETER TO SECURE POOL r! " I BARRIER REQUIRED BY CODE AL SECTION NOT TO ENCROACH WITHIN i. n PATIO EL 8.3 f DRi V EWAY 100'OF THE WETLAND BOUNDRY EL EL EL 8 EL r 8 O E L DRAWN: MH/MS 4� 5. 7 EL r y f Fj ro74 r EL PROP. SCALE: SHEET #: E L "�" , 7/25/2023 APROXIMATELY 102 CY OF EXCAVATED ON-SITE 5 4 EL "���`•, 23 �'�' �'- sHEETNUMESER: 3 LINE w �F c= MATERIAL TO BE USED TO ACHIEVE PROPOSED kr PATiO ELEVATION PARTIAL SITE SECTION SCALE: NTS S- 1