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HomeMy WebLinkAbout52754-Z �X°f 80�Tyo�o Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47050 Date: 05/11/2026 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 920 Chapel Ln Greenport, NY 11944 Sec/Block/Lot: 45.-2-10.5 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/23/2025 Pursuant to which Building Permit No. 52754 and dated: 03/12/2026 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" interior alterations to a commercial apartment (Unit #8) to create a two- bedroom unit as applied for. The certificate is issued to: Greenport Group LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52754 3/24/2026 PLUMBERS CERTIFICATION: Aut o ' ed ignature ��oFgo�ryo TOWN OF SOUTHOLD ~° BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52754 Date: 03/12/2026 Permission is hereby granted to: Greenport Group LLC PO BOX 1000 Woodbury, NY 11797 To: Unit 8-Legalize as built interior alterations to a commercial apartment to create a two-bedroom unit as applied for. Premises Located at: 920 Chapel Ln, Greenport, NY 11944 SCTM#45.-2-10.5 Pursuant to application dated 01/23/2025 and approved by the Building Inspector. To expire on 03/11/2028. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING, ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION, ELECTRICAL-FINAL, INSULATION, FIRE SAFETY INSPECTION, FIRE RESISTANT CONSTRUCTION, FINAL, Fees: As Built Commercial $984.00 CO Commercial-Addition/Alteration $100.00 Total S1,084.00 Building Inspector o�*pF SO(/l�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 � ^a�� Southold,New York 11971-0959 ��'�COUM`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Greenport Group LLC. Address: 920 Chapel Lane Unit#8 City: Greenport st: NY zip: 11944 Building Permit#: 52754 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician:. Egal Electrical Group License No: ME-41622 SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built X Renovation 2nd Floor Hot Tub EV Charger New Addition " Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 16 Ceiling Fixtures Smoke Detectors 2 washer 1 Service 3 ph Hot Water 30a GFCI Recpt 8 Wall Fixtures CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO 2 Transformer Sub Panel A/C Blower Range Recpt 1 Ceiling Fan 3 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 1 UC Lights Fridge 1 AutoCover ARC Blower Heads Switches 10 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 1 Hood Dehumidifier Other Equipment: Notes: Apartment Inspector Signature: 1AA Date: March 24, 2026 Of SOUjyO # TOWN OF SOUTHOLD BUILDING DEPT. ^gurm,�''�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/C;?INAL NG [ ] FRAMING/STRAPPING [ .F uv'4' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4 DATE INSPECTOR qf SO(/TyOlo # # 'TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 ) .�( - NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ �16SULATIOWCAULK G [ ] 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: DATE: a _... INSPECTOR.. 01 ` j�o C4NA-pa� v '^ ^ter [ f O D BUILDI G DE1PT. TOWN OF SOUTH L °''rourm 631-765-1602 p, i INSPECTION' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING / STRAPPING [ . F AL ( ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) ( CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: © cgn� �T) a+m44fow VA VA ft..t '�� t r r DATE 0 INSPECTOR 9 GREENPORT GROUP LLC PO Box 1000 Woodbury, NY 11797 Phone:516-223-1313 ® Email: Laridcobank,@jol.corn Date: April 1, 2026 Southold Building Department 53095 Main Road Southold, NY 11971 Re: Certification of Original Construction—920 Chp.pel Lane, Greenpvrt, NY To Whom It May Concern: s I, Matthew Solof, Member of Greenp!_►ft Group LLC, hereby certify that the townhouses located at 920 Chapel Lane, Greenport, New York were originally constructed in 1984. This certification is based on my review of historical property record, pribr filings, and available documentation. It is my understandi:ig that these structures were built in accordance with the New York State and Town of Southold building code requirements in effect at the time of construction. This letter is being provided at the.reg4psL of John Jarski for the purpose of confirming the approximate year of construction and applicable code standards. Sincerely, Matthew Solof Member f� t �See c�nowlec(�rre`�d-- i. NEW YORK ALL-PURPOSE ACKNOWLEDGMENT REAL PROPERTY LAW§309-a State of New York SS. County of PJA455M 3ru QAr'; I ZOZIo On the day of in the year before me, Day Month `I Year the undersigned personally appeared Pa ,,'le_ey cJa IU P Name of Signer (and ,)personally known to me or Name of Additional Signer, if Any proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,ex ed the ins Signature of Notary Public Notary Public—State of New York Place Seal Below OR Complete Lines Below Name of Notary CECILIA LIBERTELLA Notaq Public-State of New York Name of County in Which Originally Qualified No.01LI0031049 l/ �5 Zoo G Qualified in SuffolK Cointy ►,ly Commission Exares 11i15r&28 Commis` s� ate Name of County in Which Certificate of Official Character Filed(if required) OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document: Geffi�r Document Date: aPr� z �o Number of Pages: / Signer(s)Other Than Named Above: 02020 National Notary Association M1304-15(11/20) FIELD INSPECTION REPORT DATE COMMENTS V, ro FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) • z 0 r0 ' . d y UN ROUGH FRAMING& PLUMBING 1 d r v• t� INSULATION PER N.Y. STATE ENERGY CODE 1 FINAL 1 OD ADDITIONAL COMMENTS QG l�l -1 - !b 0/OS - � o z X �y � tl 1 k d O z 1p -------------------- x r� H p x � d �- b H RYXv .r 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 littps://-,uww.southol.dtownny.gov Date Received APPLICATION FOR BUILDING PERMIT p For Office Use Only jj U PERMIT NO. 5 a r 5L+ Building Inspector: a I 1 4'•.i D n nr Q E. JAN Applications and forms must be filled out�n their entirety Incomplete applications ,aii nat be accepted Where'the bppiicant is nothe ownerr an Owner's Autharizatian form(Page 2�shall be completed -' Date: ©UI/NER(S of PROPf~RTYt ; z ... o � v ._ ,_ _ ,. � _„ter_. .— E..x,. „-,. _ .- Cc .•_ _ _ Name Af r SCT1. M #1000 Project Address: pp /� y � Phone# I_�.-G .. .. f�,.._........... _. . ...__ Email: .Q . Mailing Address. yt r gy Name: Mailing Address: r r _M...._._.._.__ _.._ Q ... .. �/ ® 1 Phone#.:.. _.... ......__.�.. .._. _ ___ G� ....._ Email 5dE51GN PROFES510NALriNFORMATION Name: _.. _. r Mailing Address: Phone# Email �, Name. Mailing Address: Phone Em , a kki �DESCRiPTiONf OF PRbPOSEO CONSTRU�T00N 5 ❑New Structure ❑Addition ❑Alt ration epair ❑Demolition Estimated Cost of Project: ❑Other '— M..__.._._.._._ _.,... ._ .. __. $ qdoo� Will the lot be re-graded? ❑YeS'V' O Will excess fill be removed from premises? ❑Yes Azqe I PROPERTY INFORMATION Existing use ofproperty: ,(fir _ Intended use of property: one or use distr' t' vAhich mmises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes - o IF YES, PROVIDE A COPY. ❑ Check Box After Reading: 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 210.45 of the New York State Penal Law. . Application Submitted B (print ame : 'U w uthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) 9 COU TYOFF, ' - 1-� `�, AV9 being duly sworn, deposes and says that(s)he is the applicant (Na I a of individual signing c ntract)above named, (S)he is the � (Contracto Agent, rporate Officer, etc.) of said owner or owners, and is duly Qau to pe orm or have pe he said work and to make and file this application;that all statements contained in this application are tru to the best of his/her knowledge nd belief; and that the work will be performed in the manner set forth in the applicatl ile therewith. Sworn efore me this )�' day of 20 otaild�Payb�#ablic-State f NS�G lfor No.01 MA6354 0 Qualified in Suffolk unty PROPERTY OWNE AUTHORIZATION �y Commission Exp.©2 9/ d25_ (Where the applican is not the owner) I residing at 1 do hereby authorize o �dto apply on T4AIV P/A my behalf to the Tow Southold Building Department for approval as described e . 2 / rei wner's Si nat e D to A' WT r P int wner's ame 2 FS 14 tlTz Bc Me MAR 1 1 2025 ..__ SITE PLAN USE DETERMINATION MAR 0 5 2025 SOUTHOLD TOWN Initial Deternii'ria'tion PLANNINGBOASD Date Sent. 6 2-5 Date. 0-2) /O�(( � ?? `` (� Project Name: `, fC T roU LLG Project Address: La re Count Ma No.: 1000- Zoning District: OD Suffolk y Tax p Le o- 0ttrior OR I Request: I 1 Z� 1 Sin le. t � D i (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should j be submitted.) Initial Determination as to whether use is permitted: �e�J 'I ii i Initial Determination as to whether site plan is required: P Signatu4oL�llding Inspector ------------------------- ------------------------------ Planning Department (P.D.) Referral: P.D. Date Received:�� 2 Date of Comment:��2F Comments: J '�E ��R��►'1� r Yddd (,,'S�e ���V _ 5 Vec� resrc�i�h u e LN a Co�16 G� L G or b'AJ1 14� Signature of Planning ept. Staff Revie r Final Determination Date: Decision: Signature of Building Inspector I � SO :March;th 2026 f; MAR 1 r` 0 2026 it I Suffolk County Department of,Health Services 336 T _HI-.RD STRE_ ET.. 360 YY'aphank Avenue . GREENP90"NY 1Y9 Yapl arik,NY 1.1980 TeL' (83l)477-02 Faxe ts3i)c�7 ie� RE:GREENPORT'GROUP LLC villapeot9reenporworq, 920 CHAPEL LANE,GREENPORT NY 11944 TAX.MAP IN "u►XcR, �-J000-045.00-02.004MOO5 KEVIN STUESSIT EXT 2I.S. To whom.it may concern: TRUMES( The;possibility of,sariitary sewers; appurtenances;and,sewage disposal facilities PATRICK,dRENNAN DEPUTY MAYOR: for;the above-referenced parcel.have:been inspected by the Greenport'S.ewer'Distric# (the"District")and-the.distnctbereby confirms:that it.currently, has the capacity to service the:extant:8 units:on.the:property.,,each consisting of 2 bedrooms and 1 MtY sEss fups bathr4otn.:Please;note that,,.any changes to the;property that<couild result,m an expansion of sew"-usage:shall'.require prior,notice to and reinspepOn.by the Village and:any alterations tor existing or new sewer connections,sh Ili require,first obtaining a L L.Y'D000HERTY-20HNSON� .permit from the Village. If.1.can be of any;further ass s#ance,please contact.me at{6.3 I)477-0248: JULIA;ROBINS Regards, VILLAGE CLERK, iCANOACE HAl W 214' Ad'atn.Hubbard Village of Gtvenport Waste Water Tfeatment.Plant Ernesto Rosini,P.E.Engineering Consulting Services P.C. 9 Leonard Street ERNESTO ROSINI, P.E. E Wading River,NY 1.1792 NGINEERING SERVICE P.C. Tel 631-680-2485 ei-nestrosinj@gmail.com Date:April 16, 2025 Southold Town Building Department 53095 Route 25 PO Box 1179 Southold,NY 11971 Re: Wastewater Load Evaluation—920 Chapel Lane, Greenport,NY 11944 Greenport Group LLC Tax Map ID number: 1000-045.00-02.00-010.005 920 Chapel Lane Greenport NY 11944 Dear Sir or Madam, This letter is to inform you that I have been retained by the property owner of the referenced project located at 920 Chapel Lane, Greenport,NY 11944 to provide professional engineering services related to wastewater load calculations. The owner is proposing to convert eight (8) existing one-bedroom cottages into eight (8) two-bedroom cottages. In reviewing the historical engineering report prepared by Michael Chiarelli, P.E., of Huntington Station, NY, dated November 2012, it is noted that the current sewage disposal system was designed for eight units (each>1,200 sq. ft.) at a capacity of 300 gallons per day(GPD)per unit. That report also indicates that two-bedroom units require 220 GPD. Based on this information, it is clear that the system's original design capacity of 2,400 GPD (8 units x 300 GPD) is sufficient to accommodate the proposed conversion. The total projected wastewater load for the proposed eight two-bedroom cottages is 1,760 GPD (8 units x 220 GPD),resulting in an additional wastewater load of 880 GPD compared to the existing usage. As a Licensed Professional Engineer in the State of New York(License No. 094477), I have reviewed the proposed changes and confirm that the existing system has adequate capacity to handle the increased load. Therefore, no upgrades to the existing sewer connection are necessary as a result of this proposed conversion. Should you require any additional information or documentation,please do not hesitate to contact me: Sincerely, of NEB, Ernesto Rosini, P.E. Licensed Professional Engineer—NY License No. 094477 ) CFO 0 r SAN;SIMEON PUMP STATION TOWN OF SOUTHOLD, NEW YORK ENGINEERING REPORT I FOR i REFURBISHMENT OF 'SAN SIMEON 1 PUMP STATION a PREPAR-Q)FOR G.REEN]PORT GROUP LLC k Ey P �1Y O Michael P. Clvarelh Enneer,.P.C. 1954 NEW YORK AVE t" :IiIJNTINGTON 59'AMN,'NEW"YORK 11746.2906, TF1. (631)673 WS FAX (631)6733842 i REVISED NOVEMBER 2012 -SS� NP`: ]REVISED MARCH 2O12 REVISED FEBRUARY 2012 E REVISED JAN UARY 2012 REVISED,NOVEMBER.2011 AUGUST 2011 i i ! SECTION III PUMP STATION CAPACITY 'SANITARY=SEW,kG E FL0 •The average,daily;design flow for sewage is the average of the daily volumes.of.,sewage to be, pum ed for aon uou st _ lvel(12)month period.. The average daily design flow or.the proposed refurbishment of the Pump Station is•derived as follows: X 'Sewage:Flow—4P,'PiDe Minimum The. :existing, forte .main is 4" diameter, approximately: 1,40.0 feet long- and terminates at,the`,Greenport Sewage Ireatment.Plant. SCDHS standards require a, minimum velocity of 2 fps in the pipe at -all :times. Therefore, the minimum �. pumping rate'is,78.17 gpm or 112,565 gpd as shown in:the followui9 calculation: 3 Q =`V'x.A = 2 SOT x.08725 ft2 = .1745 sec - 78.17 gpm .Sew Flow--SCDHS Standards The:origipal,de4ign was fok a 150 cottage type retirement comnunity.... .However; the pump,station my serves the existing 8 cottage type,houses,and a:church. The standard design: ow criteria,of the SCDHS ,is based.upon.the,_type,;number and size�of.:units and generates an average daily.-design.flow as follows: ,No.:of Units Flow nit Total Flow _ 8 cottages ( x 300,gpd(>1,200 sq:ft.) = 2,400,:gpd 450 seat.church, x 4 gpd/seat = 1,800 gpd TOTAL p4N B SED UPON 4.3 PEAKFACTOR ig,Xp god i Micue,P,'Cluacelli;Engineei,Y:C. } +.. Cine.nn P"ng:factor is established by criteria established in,Ten Sta teOtetpdar& 18 + '18.236 R.F. ., .. 4+ 4.2. 36' Cl,SeWgLe Flow—Summary of Analyses A summary of th,-, various techniques:for estimating the sewage flow as related to tfie,ppmp,.siation. s as follows: 1. 41'zxistingfoke main(to maintain velocity of.2 fps) -12-56.5 gpd , .1 24 SCDHS design criteria: ,;0060 gpd 'D..Basis tof Reibutirbi merit Desien'Flow Thebasis for this refurbishment design.flow shall bq taken a:s,the makimmin of,the ,calculated flows I sted.above,which is 112,5651.9pd. ,E.Peak Flow- Based sed upon the isting conditions of the-site, the calculated peak flow will be 12.5.4 gpM (18 060.gpd + 1,440 min/day), wItph, I below the, .78. well .17 9Pm flow-;required to riaintain. a 2 fps minimum!carr I YM9 velocity through-,the:;existing 411 Orce-main. Therefore, the peak flow used will be 78.17 gpm. The;basis.of desi ji-for the proposed refurbishment.of,the pump-station 4$ 7817 spin-and all Cal lations m this report address the.,requirements Air-the ,pump. 0.0oh to deliver 18.17 gpm., !Mi6hacI'P.'CI&r6I9 tfiginterjT'. 6 sw*siMCP!L.Pump sptib.n Greenporf•Group;Ae6al view showing existing sanitary pumping station and forcemain locations ,.'SECTION 7 PUMP-STATION.BASIS OF DESIGN _ ..,.;1.; ." :Avera�e'Dnily Ucsit~n Flow•Critci•ia• ' The average daily design flow for the development using established 5CDHS criteria,based'on-the original approved retirement home community is presented in Table..No.7'1 below:' ;'f ABLE NO.7=1 ORIGINIAL AVERAGE DAILY DESIGN FLOW USAGE; . QUANTITY UN11'DESIGN FLOW, AVERAGE FLOW Ca1sJDa /Unit : GalsJDa -1 Bedroom Units 124"Units .100 Gals./Day/Unit' 12,400 Gals.Ma 2'-l3edrabin Units 26',Units 225 Gals./Dx /Unit. - 5,800 Gals./Da „ Nursin =Home Beds 84.Beds 150 Gals./Da / d .12,600 GalsJDa . Motel Units-,.' -9 Units - 100 Gals./Day 900 Gals./Day Gha el ? 1.5 Gals./Capita Not Included. Total DesinnTiow 31 700 GalsJDav 2. Peak Daily Desian Flow Criteria:' A P.opulation'-Equivalent: '.Design Criteria: 75 gals./day/person Population=;31,700 gals./dayI75 gals./day/person Population=422.7 people, Say 423 people. Peak Hour Flow Rate.Factor(f peak): ,,fpeak=..:(18+4 P)' / (4+ 4,P) fpeak:=(18+4.423) / (4+�1.42 3) - l 8 t 0.65 :. 4.+U.65 f peak_=.18.65 = 4.0107 , Say 4.02 4.65 ' Peak Flow Rate(Q.peak): Q:peak fpeak x Average.Daily Flow/.1,440 Minutes/.Day Q peak=•4.02 x:31,700 Gals./Day/1,440.Minutes/Day ; Q peak-=92:4,.Gt3lsaMinute '3.' ' -Pump Station Desien:. - A. .Criteria: Minim m wet well-'capacity 30 minutes detention c@-average,datly_flow - P.W.Grosser Consulting,Inc P.W.Grosser Consulting Engineer&Hydrogeologist, PC _ g 630 Johnson.Avenue;Suite 7•Bohemia, NY 11716, . PH 631.589.63S3•FX 631.589.8705• www.pwgrosser•com. ~ New York,NY Seattle,•WA•Greensboro'NC B. Minimum,Required Wet Well Capacity: Minitnum Wet'-Well Capacity= _31,700 Gals/Day x 30 Minutes 1,440 Minutes/Day Minimtrm Wet Well Capacity=660.4 Gallons: Say 660 Gallons::' C. E?;iis"tirig•Wet Well Size: 7'.=2'-'.di incter precast concrete'wet well with interior diameter of6'.0" ` .Existing'Wet Well.Effective Depth: (Minimum Effective.Depth=660 Gals./7.49'Gals.%Cu.rt./,(�)(6'-0")=Sa Ft• Minitnum F..ffective Depth=3.12.feet Say 3'-21' -'Existing-. . Wet Well-Depth: F - <(Based on plans of H2M Consulting Engineers on file at the of ce"of the:SCDHS) .:Existing'Low Water'Ley'd - (-) 2.87, .. , fxistitig High Water,Lcvel — + 0.79 ' .;Existing=Et1'ective'Depth 3.66 feet=_3'-8" E: ,Existing Wet Well Depth Characterizes: Existing Wet Well Characteristie: (Based on.plans of 1-12M Consulting Engineers on.file at the office.of the SCDHS): Top Slab Elcv. +10:3 B Invert Elevation of Influent Sewer Elev: _ + 2.02 C High.:High:Water Alarm,Elev. None specified . ;D: High.Water Alarm Elev. — + 0:79' ;r E. Both.'Pump:on.Elcv: 0.00 F: Lead Pump:On.Elev. - (-)1:00 G Both Pumps Off Elm — (-)2,87 `E1: -Low Water.LeveI Alarm Elcv. - None:provided a; Low.Low Water Level Alarm None.,provided J Y "Bottom of Wet Well: — (-)3.37 `K `Bottoin:Elevation of.Base Slab Elev. = 4.05. Total Height 0.f Wet Welt'(10.30—(-)3.37) _13.67 feet P.W,,Girosser,Consulting,Inc,•P.W.Grosser Consulting Engineer&Hycirogeologl"st;PC.,. 630 Johnson Avenue,Suite 7•Bohemia, NY 11716'. . PH 631.589.6353•FX 631.589.8705•www.pwgrosser.com - - " New York;NY-Seattle,.WA-Greensboro, NC 4. Buoyancy Calculations: The design,:report ;for the pump station prepared by 1-12M Consulting l;ng'ineers,on file.at.the . office.of the.SCDHS made no mention of buoyancy, in spite of the fact that.,the bottorn of the statioiz wct well was at:elevation H 4.05, The SC.DHS'raised this issue in.a letter dated October 24, 1.984,however: the design enginect--responded :that.calculations were made and " it-was determined..that:ground water' would not cause a buoyancy.effect on•the structure." A'. Design.Maximum 100 Year:Elevation: 11.0-+.1.0 foot or elevation-12.0(See Section.6.0 for data:on.100.ycar'flood elevations' . and datum's in area immediately around the station. B. Minimum Top Slab Elevation: .Use elevation 12.0 for required mini m,u In,top slab elevation of t5tion.; C: ' Exisfing Uplift Forces.(full submergence): :Uplift force=n 7'-2" xx-( 14.35' )x 62.4 Lbs./Cf. ' 4 Uplift Force:=36;035.Lbs. D..:. _ Existing.Down.Forces(weight of empty structure):' Down Forces=weightof(top slab+,bottom slab+walls) Down Forces* 7'-2" 2 x.0.6.7.'.x.15,0 Lbs./Cf.- -V38 Top Slab CIA" +(a),(7'-2")'-x 0,67' x 1'50 Lbs/Cf. =4 045 Bottom Slab,0'-8" 4 ,f 4 n 7'-2'- n" 6' ?0" x 13.0 Ft.x.-,150 Lbs./:Cf., 23;361 Wet Well Wa11•'0'-7" 4 4 :Down Forces 3.11444 L'bs. - Net Up Lift Force=36,035 Lbs..—31,444 Lbs.=4,59.1 Lbs. Currently there,is a deficiency of 4,591 Lbs. It 1s propg5ed to correct this deficiency by raising the top slab about 2'=6"at a new top slab- elcvition ot:10.3+25= 12.8' hereby the following revised.ealculations would apply:. E., ;-Arnticipated Uplift.Forces(full submergence elevated top slab): : Uplift`Forcc=.n 7'-2" 2 x ( 16.05')x 62.4 Lbs./Cf. Uplift_Forper F 40-304 Lbs. F., .,'Pro Forces(weight of e�irpty structure elevated_top`slab): P.W.`Grosser Consulting, Inc•P.W:Grosser Consulting Englnecn&Hydro geologist,PG: 1 630 Johnson Avenue,Suite 7• Bohemia,NY 11716 PW631:589.6353• FX 631.589.8705•www.pwgrosser.com .New York,NY•Seattle;WA• Greensboro, NC DDW.Forces=weight of(top slab+bottom slab+walls) Down:Forces=(9 7'=2f x 2.00 x l50 Lbs. 12' 54`Ne v:Top Slab 2'-0" 4 +(n)(7'-2")2 x 0.67' x 150.Lbs./C.f. = ,4,045 .Bottorri'Slab 0'-8"' R . 7'-2 & 6'-0" a x 14.16'x 150 Lbs:/Cf:=25,446 Wet Wcll Wa1[,0'-5,, 4 4 , Dowtr.Rorces. =4.1,5.45 Lbs. 41,545:Lbs.Downward forces are greater,than uplift forces of 40,304 Lbs. OK . 5. Pum..P Sizei A, Minimum.Punip.Size Criteria Ivinilnum,Gapacity=maaiinum flow:rate- 'Design B: 'Maximum Flow Rate: Maximum flow rate=92.4 Gals./Minute Force Main and Pumns:. A., Force:Main:Existing 4"0"Ductile Iron Force Main Static Head: High Point:Elevation: — - 46.77' Ptunp.'Shut Off Elevation = (-),2:87' Static,Head = 46.77—(-)2.87=49.64 Ft 2) Dynamic Head: Interior Diameter Pipe "D" = 4.0"inside diameter Coeff.of Friction"C"`. — 120.(30 years old) Ptpe Length: = 1'„400',Ft. . . ' . Equivalent lgngths.of: Bends 90 deg..(3 @ 91) 27 Ft. Bends 45 deg.(2 5') 10 Ft. ; Check Valve(1..a,25') — .25 Ft:. Plu Valve 1 cr) ( @ 10") — 10 Ft Total Equivalent Length .1,472 Ft:'' Say 1500,Ft. . P.W.Grosser Consulting,Inc• P.W.Grosser Consulting Engineer&Hydrogeologist, PC 12 630 Johnson Avenue,Suite 7•Bohemia,NY 11716 PH 631.589,6353 •FX.631.569.8705 •.WWW.Pwgrosser;com' New York,_NY:-Seattle,WA.Greensboro; NC, HI,Head.ti,bss Usipg Hazcn-Williams Formula • _ HI:Hcad Loss= (.10,44 x L x(Vro)'15 Cl x HL :44 Head Loss (10 `x 1500 x 120i ss X'(4mctt�a)a s6 s 'Pump Capacity Arialysis ._ 160 t A 120 �p 100, r r r r p 04:. a' Xw a aiU ; y. r +S t u v a, � w a 9mC rve i. C80 ±!tpump curve * t cL z 1 is ,,. -..- 'ibj it i 0 '100 150. 200 250 9D0' Flbw(C;PMj' 5.) Pump Operating Poutt Pump Design Point=90:+.Gals llGlinute 61-TDH(2fi;41 Lbs:ISq.In:) 6) Surgc PressuO-Calculation Velocity of Pressure:Wave(Ft./Sec.) .. C(k/E x(cUt)x.Ci)) - a,=L/q'(1+f(313;000J33;000,000)x(4/.34 x-1 j) P.M.Grosser Consulting,Inc.• PM.Grosser Consulting Engineer&Hydrogeologist,PC: 13 0 Johnson Avenue Suite 74 Bohemia,NY 11716. 63 _ PH.631.589,6353.FX 631.589.8705•www.pwgros§6r,com', " NqW York,NY%Seattle,.WA-Greensboro,INC a= .150011..1115858 a= 1,350 Ft.iScc. where k=modulus of water coinpressibility 313,'000_psf4t 6,00 d=pipe inside diameter 4.0016. E-=inodultis'of elasticity of ditctile iron-pip6 33,000,000 Lbs;/Sq,iri. t=ininimum.pipe well thickness 0.34 In C) = pipe constraint constant 1.0 J. Critical Time of Travel of Pressure Wave(seconds) ; TeR=2L%a =2 x 1,500/.1,350=2:222 seconds :where L=length.of force-main 1,500 Ft: .. „ a-.velocity of pressure wave,1,350-Ft./Sc'c. Maximum Surge.Pressw V. Lbs'/s ln: ( q• ) hnrnx'=aV/g = 1,350 x 2.36/.32.2=19'.89`.Fcct(6.20 ibs'JSq. .) where a=.velocity of'pressure wave.1,350.Ft./Sec. W='velocity of liquid in pipe 2.36.=•Ft:/Sec. g=gravityy-acceleration 32.217USec�./Sec'. Total Pressure Excited on Force.Main(psi) . 'Ivlaximuln'Surge Pressure. hhl,•,x: =.19.89 Feet equ-Walent.to. 6.02Lbs1/Sq;1h. Pressure Head at Pumping_Station.=TDH =6136 Feet equivalent to 26.65-Lbs)Sq.In. Total'Maxiinum Pressure = 32.67;Lbs./Sq.IA.: .Class 150 pipe ductile iron pipe is rated for 2, -00 Lbs./Sgan.burst pressure less than. 32.67.Ok. . :'7.-)' Y Original And�Renlacement'.Pimpss - ., The original;-construction included the installation of,two (2) submersible 3" solids handling ,pumps with rated iriin,imum eapacity,of_105 Gals•/Mu1, each at total discharge head of about 65 Fa. Pumps. were Peabody Barnes,Model No.4SEH752,-1750 RPM with.7.75"impellers; single phase, 230 volt. In 2009'these.;pumps were replaced with two;(2),new ABS Model No. EJ30D 4 1 phase,,230 volts, 7.5 horsepower ADS 3" solids handling submersible pumps These pumps,are capable of handling. ' the peak-design-flows: P.W.Grosser.Consulting,Inc•P.W.Grosser Consulting Engineer:&Hydrogeologist,PC 14 630 Johnson Avenue,.Suite 7•Bohemia,NY,11716 ?H,6311589,6353 •FX 631.589.87os �,www.pwgrosser.com- New York,,NY•Seattle,;WA 9.Greensboro;,NC " : SECTION 2'=,DESCRIPTION OF'SITE. " approvr;d by be Town of Soutl>old fo all 're erred.to as the:San Simeon,Scwage,Ptlnip.Stattori was. . ( .- )p P Y e gravity sewage cc llectioit systetn' d pump station was approved;l y the S'uffiolk County'Department of Heal li Services (Reference No C1.0409 04 5)'oil December 1, ,for'only eight `(8) units, pennission to discharge "sei age. to the-_'.t/illage of Greeoport Sewage Treatment Plant was granted to the owners(St Peters:Uitheran Church),by.tlie Ncw York State.Department of'Conservation and;the Village of Grechii rt As-of.July 1,.1990.-tile Village.gave:peizxllssioii to.the dhen.bwner of the propeirty, Sam Simeon Properties Associates, perniission,to discharge 3,6.U0 gtils/clay of sewage into the.Village collection system-{thc'design flow:of'th ptnposed-'Phase I - development)., •.- . t -" The current.owners of the property and pump station,`1,'he Grecnport Group, LLC, tndicate that`the onginal,proJcct,approval has'be rescinded; as the Town of Southold has up=zoned the area for, two (2} acre :re"stderitial development; Under the two{2) acre zoning requirement the d 1. evelopment-otenNal of the parcel would.be-.considerably reduced'to about atotal.of twen 2U resldential•units,which in turnwould siglu$cantly' „ ty( reduce the amount ofscwage required to lie`conveyed to"the Village of Greenpoit'collection system. --The site is_gcnerally flat with grades vary from.a high elevation of about 28iAMSL in the northPni.apd, westerli portions of the property to about :10 AMSL•along south east:portion. Surface drainage'Is generally south acid;southeast towards uit-drained_areas of the properties located to the east and south-of th property i r P.1N'.'Gcosser Consulting, Inc•P.W. Grosser Consulting Engineer,&Hydrogeoiogist,PC ;2 PH 631,589.6353* FX 631S89.87oS-w rnia,NY 6 ww-pwg osser.com New York;'NY.•seattie, WA.Greensboro,NC Electrical Inspector YC' BUILDING DEPARTMENT- dG�� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 :/ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshCcDsoutholdtownny.gov - seand(a_southoldtownny.gov ` APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: VV�t' Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print,-Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 = H Frame D Pole Work done on Service? Ely N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: V �` Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel - Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments J O SAl f a of LIA ` F G f t -� SURVEY OF PROPERTY SITUATE: WEST OF THE VILLAGE OF GREENPORT SOUTHOLD SUFFOLK COUNTY, NEW YORK 5UFFOLK GOUNTY TAX= ' W E i 1000—45— 2—10.5 ' is 5URVEYED,SEPT.4,2019 ®1TWM TO: S BAST HAWYMN NORTH MUN LI.0 COL ''AA(II88'fSURA APPELLATE LAND SERVICES LTD 4 i e otHlssoo' f� jb ( yC�F � /@n tE 9 I` i I� •t�, I I l�Tl' I: JJ" i ♦�.L` III ij��ti' _ ' I I I � i. '\ I s / 09 b,\ \ I t �,• �c y F 6 J Notes. ■ MONUMENT FOUND @' \\ [ WETLAND FLA&55T BY ROBERT 6.TOR6ERBEN,LA.GPES_ DETAIL I"= 50' Mae I,.'4B,'154 5.F. Mea 30.gb31 Acres _ JOHN C. EHLERS LAND SURVEYOR SRAPHIG SCALE r=:oo 6 BAST MAW STREET N.Y.S.L IC.NO.50202 RLVBRLLEAD,N.Y.11901 0 ]Do 200 500 369-8299 F.369-8287 i I ---........... -------.... ----------......_...._...---—----._.............. ...---- --- ------------------- ------ I i , I i 1 x f i fai i I I J i Fca" I O t ! O FrnF i ': 8N.- SITE E ❑CATI❑N 3 IsI 9 UfFQ S1 r 3 it i ,es R-cm mt o s as - �� f m i SITE OYEgVTEW MEAP N.T.S. �, 7 NOT SURVEY REFERENCE ONLY I SCTM #r 1000-045.00-02.00-010.005 ------------...—..-------- ----- Ernesto Rosini. P.E. Engineering Consulting P.C. JLT Team LLC 2042 N. County Rd Suite 105 920 Chapel Lane Greenport NY Wading River N! 11792 Residential FLOOR PLAN 631.580.2485 err:.estorosini@gmail.corn ----------- -- ---- _ SITE OVERVIEi4' o"esc�l?aDN ? ram DATE ll.Wd.4 Bl DATA I S 1 O N '5 Ec t SO 02S t of 5 I APPROVED AS NOTED Rear Rear DATE:� a'tP B.P.# 5a 5� NOTIFY BUILDING DEPARTMENT AT wh '-2° 631-765-1802 8AM TO 4PM FOR THE J 14'-6' 14'-6` FOLLOWING INSPECTIONS: 6'-5" 6'-5' FOUNDATION-TWO REQUIRED � CL CL ED CONCRETE 5'-10° 5`-10" FOR POUR Bed ROUGH-FRAMING&PLUMBING 13'_6• Room Bed 13 _6• INSULATION II E FINAL-CONSTRUCTION MUST C L C/ Room BE COMPLETE FOR C.O. - ............................._......_ 6'-9' 6'-9' - L CONSTRUCTION SHALL MEET TH .........-._..__..___.__.. .....-.....3 QUIREMENTS OF THE CODES OF NO I -10' ; ❑~ 5'-10' RK STATE. NOT RESPONSIBLE FO SIGN OR CONSTRUCTION ERROR' t ash/dry wash/dry ` !1l=vP1,2Y WITH ALL CODES OF Evd YORK LivingBath ���.. '` STATE & 6'-e U/T EP EP U/T -2' TOWN C D Batn t!�A A REQUIRED AND CONDITIO S F Room c/L fir. ° '-1' � ® 9'-1` °3'-5' . SOUTHOLD TOWN ZM 18'-3° ❑ 0 wh wh 0 F Living SOUTH® O OIDTOWN PLANNIN BO C/L Room SOUTHOLD TOWN TRUSTE '-11'`', '-11 C/L J „„..„„..„„._.. ....; } '' N.Y.S.DEC ::::::.:.- T............__........ SOUTHOLD HPC I 3,I3o 9,-5Kitchen ❑ ❑ Kitchen9,-5, 3'-3' SCHO 3 4 I I -4 O 0 il'-6° 6'_6 ELECTRICAL - INSPECTION REQUIRED ref. ❑ d/w d/w ❑ ref. 3' 5' ® Additional Bed stor. Certification May Be Required. Bed 10 s Room ,. 5'-10' Front ° 10'5 io Room - I F= ®ro 13'-$' UNIT 7 1 ' - `i la`-3• 3'-4° St Or. t Elec. '-10' ............................ -------------------------------------------- ............. -s' FLOOR PLAN 3/16" = 1' Ernesto Rosini, P.E. Engineering Consulting P.C. JLT Team LLC 2042 N. County Rd Suite 105 920 Chapel Lane G...port NY Wading River NY 11792 Residential FLOOR PLAN 631.680.2485 ernestorosini@gmail.com UNITS 7 Pic 0 SCTM , 1000-045.00--02.00-010.005 McRimmN nxn xr SHEET NO. F V I S 1 0 N.. S ER I 1 10 2025 5 of 5 i � A � Fd� , F M - tits 1 e •3 14 q f6P y • b g �S. 7557 S � i 1 `• `. s <t l � M�ry ki�i�. ! • Jif1 � r a w, h Ny1, 4 :1' t A f P t x � a3 I d t, t / r r e v° A it N C\I Q 1� wig G - � t " ; • k N � r C'� C::i .",j �J-� / /v � � � ��� .-�, ��. - _� --`�_ / � ��� �`ti� f i' t� I I i � � V 1�