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HomeMy WebLinkAbout52750-Z �o,�oF SOolyo�o Town of Southold * * P.O. Box 1179 53095 Main Rd UN" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47046 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. 52750 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 #4) 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: 52750 3/24/2026 PLUMBERS CERTIFICATION: Qua A ho e Si ature �,ofsoaryo TOWN OF SOUTHOLD BUILDING DEPARTMENT • SOUTHOLD, NY {0 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#: 52750 Date: 03/12/2026 Permission is hereby granted to: Greenport Group LLC PO BOX 1000 Woodbury, NY 11797 To: Unit 4-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 $1,084.00 AZ Building Inspector \\pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road G P.O.Box 1179 i0 Southold,New York 11971-0959 ��yComm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Greenport Group LLC. Address: 920 Chapel Lane Unit #4 City: Greenport st: NY zip: 11944 Building Permit#: 52750 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: LZ4 Date: March 24, 2026 ggo C�� . TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION-1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND . [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [- ] FIRE RESISTANT CONSTRUCTION . [ `] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) VI ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Smo 'Q O u,�5 io 2 tel kA ©cx+ k5 woX ror 6 goL LiJ plat I'Cc` �cti DATE 7 a INSPECTOR LAU pF SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. boormN�' 631-765-1802 o INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]"SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL h �' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �mlJW6 �4.e, oti DATE 3 -Yo INSPECTOR *� ;TOWN OF SOUTHOLD BUILDING DEPT 631-765-1602 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING / STRAPPING [ ] FAL ( j FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) [ CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: 1 -! - a �` Aa v t4 6vzvi m�y ,�mno�k -- ..9 ( 4 r r :iLtA ✓� - _ ------------- .�=•� 'vim t�v�`r -� � . INSPECTOR X DATE o ---------- GREENPORT GROUP LLC PO Box 1000 • Wootlbury, NY 11797 .,r. Phone:516-223-1313 • Email: Landcobank@aol.cosn Date:April 1, 2026 Southold Building Department 53095 Main Road ' Southold, NY 11971 Re: Certification of Original Construction—920[.harp! I_a.^.b, Greenper t, PAY To Whom It May Concern: I, Matthew Solof, Member of Grednpp t 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 records, pribr filings, and available documentation. It is my understandirig that these structurds 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.reqiiestof John Jarski for the purpose of confirming the approximate year of construction and applicable code standards. Sincerely, Matthew Solof Member f V I; E, NEW YORK ALL-PURPOSE ACKNOWLEDGMENT REAL PROPERTY LAW§309-a State of New York County of E�L45` .0 SS. 3 � Qpr� I zoz� On the r day of in the year before me, Day Month �� Year the undersigned personally appeared Pw``-����I e_zy Solo R 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 t.. _ Signature of Notary Public Notary Public—State of New York Place Seal Below OR Complete Lines Below Name of Notary CECILIA LIBERTELLA csUtct'e4' �uih K Notaiy pubk-State of New York Name of County in Which Originally Qualified No.01 00031 D49 // J5 Z02 6 0,aliried in suffotK CoLinty my commission Exalres i1il512028 COmmiSsinn F�{nirn inn Name of County in Which Certificate of Official Character riled(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: Ulyer Document Date: �Pr� ! ZaZ(o Number of Pages: / Signer(s)Other Than Named Above: 02020 National Notary Association M1304-15(11/20) FIELD INSPECTION REPORT DATE COMMENTS ky\ J � FOUNDATION (1ST) CA � -------------------------------------- FOUNDATION (2ND) z H Un ROUGH FRAMING& n , PLUMBING ' r o r INSULATION PER N.Y. STATE ENERGY CODE volt 4 V /y v FINAL ADDITIONAL COMMENTS V ` 77 � 0 g z G W � 1 CA O z x �e b y ti f•• ..,.�YY �o4oSUFFocx�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1.179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 llttps:l/wNN•-\v.soutlioldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. r7 5 Building Inspector: LAIN 11 2 3 �J S Applications and forms must be filled'.out in their entirety. Incomplete applications will not.be accepted. Where the Applicant is not the owner,an Owner's.AUtharization`form(Page 2)shall lie completed.. Date: OWNERS)OF PROPERTY Name: Y SCTM #1000- 9 L!L Project Address: Phone#: _ /—� A Email: Mailing Address: 7 If CONTACT.PERSON;c, Name: .. i V . Pw '' � al Mailing Address: U` �� O Phone#: �, ��� Email: l U DESIGN PROFESSIONAL INFORMATION: Name: c7 ;� _ << Mailing Address:20 2 V' r Phone#: f r�'8Q�( — Email: 0 CONTRACTOR tNFORNfA VION: Name: r `-- Mailing Address: r ' joy Phone#: (` �� Ema' L �. ,DESCRIPTION OF PROP05EI7.CON5TRUCTION ❑New Structure ❑Addition ❑Alt ration epair ❑Demolition Estimated Cost of Project: ❑Other $ T Will the lot be re-graded? ❑Yes to Will excess fill be removed from premises? ❑YesAZge 1 ;} PROPERTY INFORMATION Existing use of property. Intended use of property: one or use distr' t v�hich mises is situated: Are there any covenants and restrictions with respect to 9 y� this property? ❑YesAfq-o,^IF YES, PROVIDE A COPY. p Check l3oz'After Reading: The owner/contractor/deiign proiessiooal is responsible foralt drainage and storm wate b r issues as provided y 'Chapter,236 of the Town Code..APPLICATION IS HEREBY,MADE•to.the Building Department for the issuance of a'Building Permit pursuantto the Building Zone Ordtn'ance of the Town of Southold;Suffolk,County,New,York and other apphcable laws;ordinances or Regulations,for the construction of bulldings, . additions;alterations or for removal or demolition as herein described The applicant agrees to comply with Al applicable laws,;ordinances,building code ;, "housing code and regulations and to admit°autho"rued inspectors on premises and•in buildings)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 : '� � uthorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) COU TYOF�I -�)ip� \ being duly sworn, deposes and says that(s)he is the applicant (Na e of individual signing c ntract) above named, (S)he is the (Contracto Agent, rpora�Officer,,etc.) of said owner or owners, and is dulyau to pe orm or havem-lyd-the 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 and belief; and that the work will be performed in the manner set forth in the applicati ile therewith. r Sworn efore me this day of 20 3 } otaD*J,; 00blic-State f lQeF Yor No.01 MA6354 0 Qualified in Suffolk unty PROPERTY OWNE AUTHORIZATION My Commission Exp. 02 /2dz5 (Where the applicant is not the owner) % 1, residing at i do hereby authorize 74T641V to apply on my behalfatothe Tow Southold Building Department for approval as WD;71) wner's Si nat e to P/int Owner's ame 2 MC�M,QW I]RD SITE PLAN USE DETERMINATION MAR 0 5 2025 SOUTHOLD TOWN Initial Determination T PL.0.NNINGBRi Date Sent: 2 Date: 025 1 0L5 ?R ( ` r, Project Name: �-Ir��n T �rol LL—, Project Address: I Lo-n' r� Suffolk County Tax Map No.: 1000- _ a M. 5 Zoning District: Uv t i o�equest: Le A.� fi r (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: YC 5 _ r� � Initial Determination as to whether site plan is required: Y� i Signature o uilding Inspector Planning Department (P.D.) Referral: 5 Date of Comment: •3 26 P.D. Date Received: �p J� 1 e CIJ 1r11Y1G1 P)oa_ � JQe `.-"rnl�l� AO �� CLi7 CZ I'T%Lrq Comments: cCQ �ls�e L�.06vi Cae6se_ t 5 r� r u no C or to L ul ,J Signature of Planning ept. Staff Revievir I Final Determination Date: Decision: I Signature of:Building Inspector i i Ii I J �.� - SO ," �u it F March 6t�'2026 ' Cn Suffolk County Department of Health Services T4 141 h Ya a��M�ff 360 Yaphank Avenue GREENPORT,MY'l19+44 Pank,NY 11980 Tel; ('631)4"-0243 Pax: (E3t)477=1e" RE: .GREENPORT GROUP LLC vlllageoforeenport.org 920 CHAPEL LANE,GREENPORT NY 11944 TAX MAP ID# iuxoR 4000-.045.00-02.00-010.005 KEVIN STUESSI, EXT 21$ To whom it may concern: 7RUSTRO The possibility of sanitary sewers, appurtenances, and sewage disposal facilities PATRICK DRENNAk DEpm MAYOR for the above referenced parcel have been inspected by the Greenport Sewer District (the"District")and the district hereby confirms that it currently has the capacity to service the extant 8 units on the:property,each consisting of 2 bedrooms and 1 mARY BESS:# po bathroom. Please note that:any changes to the property that could,result in an expansion of sewer usage shall require prior notice to and reinispection by the Village and any alterations to existing or new sewer connections.shall require first obtaining a LILY:DOUGHERIY JOHNSON permit from the Village. ,)ULIA ROBINS If.I can be of any further assistance,please contact.me.at(631)477-0248 . . Regards, CANDACE.HALL EXT M Adam Hubbard Village of Greenport Waste Water Treatment Plant Ernesto Rosini,P.E. Engineering Consulting Services P.C. ERNESTO ROSINI, P.E. 9 Leonard Street ENGINEERING SERVICE P.C. Wading River, NY 1.1792 Uh Tel 631-680-2485 ernestrosini@gmaii.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 NEw LI T Ernesto Rosini, P.E. Licensed Professional Engineer—NY License No. 094477 n , �� �'�QQi7e►Y3f�x> CFO N° 0 4 411� 0 r SAN SIMEON PUMP STATION , TOWN OF SOUTHOLD, NEW YORK ENGINEERING REPORT FOR REFURBISHMENT OF SAN SIMEON PUMP STATION PREPARED FOR GREENPOR'T' GROUP LLC :l f r or �fiyv Michael P. Chiarelli Enn neer, P.C. :? 1954 NEW YOM AV S" HUNTINGTON Sl ATIOX NEW YORK 11746-2406 � TEL (631)673 FAA (631)673,3842 REVISED NOVEMBER 2012 :,�s ►��+P� REVISED MARCH 2O12 REVISED FEBRUARY 2012 REVISED JANUARY 2012 REVISED NOVEMBER 2011 AUGUST 2011 i I SECTION III PUMP STATION CAPACITY SANITARY SEWAGE FLOV i The average daily design ,flow for sewage is the average of the daily volumes of sewage to be pumped for a continuous twelve (12)month period. The average daily design flow �br the proposed refurbishment of the Pump Station is derived as I • follows: i A. Sewage Flow—4" Pipe�um The existing fore main is 4" diameter, approximately 1,400 feet long and terminates at the Greenport Sewage Treatment 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 following calculation: i Q = V x A = 2 nt x.08725 f t2 = .1745 f`3`3 = 78.17 gpm, S�c sec i B. Sewage Flow—SCDHS Standards The original des i'PD was for a 150 cottage type retirement community. However, the pump station ,my serves the existing 8 cottage type houses and a church. The standard design fow 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 I ow 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 = 200 p FLOVd-BP�SBD UPON 4.3 PEAKYACTOR — 18,060 gpd j I 5 tvlichal P.Chiacelli BnginM,P.C. I 1 Peaking factor is`established by criteria established in Ten States Standards. i 18 + fp- 18.236 �.F.= 4 +� _ 4.236 = 4.3 i i C. Sewage Flow—Summary of Analyses A summary of the various techniques for estimating the sewage flow as related to the pump station is as follows: 1. 4" existing force main (to maintain velocity of 2 fps) 112,565 gpd 2. SCDHS desig6 criteria: 18,060 gpd j i D. Basis of Refurbishment Desien Flow The basis for this refurbishment design flow shall be taken as the maximum of the i calculated flows listed above, which is 112,565 gpd. E. Peak Flow Based upon the 4isting conditions of the site, the calculated peak flow will be 12.54 gpm (18,0�0 gpd = 1,440 min/day), which is well below the. 78.17 gpm flow required to Maintain a 2 fps minimum carrying velocity through,the existing 4"force main. Therefore, the peak flow used will be 78.17 gpm. i I The basis of desi' for the proposed refurbishment of the pump station is 78.17 gpm and all calcµlations in this report address the requirements for the pump I station to deliver 8.17 gpm. i i Michael P.Chlaralli Engineer,P.C. I 6 San Simeon Pump Station ' Job 8310-601-10 i Greenport Group Aerial view showing existing sanitary pumping station and force main locations SECTION,7 PUMP$TATION BASIS OF,DESIGN 1. Average Daily Design Flow Criteria: The average daily design flow for the development using established SCDHS criteria, based on the original approved retirement home community is presented in Table No. 7-1 below: I'ABLE NO.7—.1 ORIGIN1AL AVERAGE DAILY DESIGN R.LOW QUANTITY UNIT DESIGN AVERAGE FI, CafsMa /Unit _ GulsJDa ),: 1 -Bedroom Units 124 Units 100 Gals,/Day/Unit 12,400 Gals./Da 2'1 Bedroom-Units 26 Units 225 GalsJDa /Unit 5,800 Gals./Da Nursing Home Beds 84 Beds 150 Gals./Da /Gird, "A 2 600 GalsJDa Motel-Units 9 Units 100 Gals./Day/Unit. 400 Gals./Da Chapel' ? I.5 Gals./Ca ita Not Included Total_Design Flow ; 3I,700-GalsJDa 2. Peak Daily Design Flow Criteria: A. Population Equivalent: Design Criteria: 75 gals./day/person Poplllatioii,=3'1,700 gals./day/75 gals./day/person Population=422.7 people Say 423 people B. Peak Hour Flow Rate Factor(f peak): f.peak=`(18+ P) i (4+4 P) fpeak=(18+ q.423) / (4 4-q.423) = 18 .1-0.65 4 +0.65 f peak 18.65 = 4.0107 Say 4,02 4.65 C. 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 Gals./Minute 3. Pump Station Design: A. Criteria: Minimum wet well capacity 30 minutes detention @ average daily flow. P.W.Grosser Consulting,Inc•P.W.Grosser Consulting Engineer&Hydrogeologist, PC 9 630 Johnson Avenue, Suite 7• Bohemia, NY 11716 PH 631.589.6353•FX 631.589.8705 •www.pwgrosser.corn New York,NY - Seattle, WA•Greensboro, NC B. Minimum Required.Wet Well Capacity: Minimum Wet Well Capacity = 31,700 Gals/Day x 30 Minutes 1,440 Minutes/Day Minimum Wet Well Capacity=660.4 Gallons Say 660 Gallons. C. Existing Wet Well Sue: T-2"diameter precast concrete wet well with interior diameter of 6'-0" D. Existing Wet Well Effective Depth: Minimum Effective Depth=660 Gals./7.49'Gals.lCu.Ft./'fn)(6'-0")2 Sq..Ft. 4. Minimum Effective Depth=3.12 feet Say 3'-2" Existing Wet Well Depth: (Based on plans of H2M Consulting Engineers on file at the offike'Jf the SCDHS): Existing Low Water Level (-), 2.87 Existing High Water Level — + 0.79 Existing-Effective Depth 3.66 feet=3'-8" E. Existing Wet Well-Depth Characterizes- Existing Wet Well Characteristic: (Based qn plans of HjM Consulting Engineers on file at the office of the SCDHS'): v A. Top Slab Elev. _ +10.3 B Invert Elevation of Influent Sewer Elev. — + 2.09 C. -" High.High'Water Alarm Elcv. = None specified D. Iligh Water Alarm Elev. — + 0.79 E. Bath,Pump on.Elev. = 0.00 F. Lead Pump On Elev. — (-)1.00 G. Bdth'Pumps Off Elev. _ (-)2.87 H. Lu"i Water Level Alarm Elev. = None provided 1. Low Low Water Level Alarm — None provided J: Bottom of Wet Well = (-)3.37 K;.,; _ Bottom Elevation of Base Slab Elev. _ (-)4,05 Total Height of Wet Well (10.30—(-)3.37) = 13.67 feet P.W. Grosser Consulting,Inc-P.W.Grosser Consulting Engineer&Hydrogeologist, PC 10 630 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 Engineers on file'at the office of the SCD11S made no mention of buoyancy, in spite of the fact that the bottom of the station wet well was at elevation (—) 4.05. The SCDHS raised this issue in a letter dated October 24, 1984, however the design,engineer 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 year flood elevations and datum's in area immediately around the station. B. Minimum"fop Slab Elevation: Use elevation 12.0 for required minimum top slab elevation of station: C. Existing Uplift Forces(full submergence): Uplift Force=n T-2" z x( 14.35' ) x 62.4 Lbs./Cf. 4 Uplift Force=36,035 Lbs. D. Existing Doren Forces(weight of empty structure): Down Forces=weight of(top slab+bottom slab+ walls) flown Forces=(7r .7'-2" 2 x 0.67' x 150 Lbs./Cf. =4,038 Top Slab 0'-8" 4 +(a)(7'-2")-x 0.67' x 150 Lbs/Cf. =4,045 Bottom Slab 0'-8" 4 7'-2 '-—n 6'-0" 2 x 13.0 Ft.x 150 Lbs./Cf.=23,361 Wet Well Wall 0'-7" 4 4 Dowr 1 Drees =3.1,444 Lbs. Net Up Lift Force=36,035 Lbs. —31,444 Lbs. =4,591 Lbs. Currently there is a deficiency of 4,591 Lbs. It'ispraposed to correct this deficiency by raising the top slab about 2'-6"at a new top slab elevation o - 10,3:+2.5= 12.8,hereby the following revised calculations would apply: E. Anticipated Uplift Forces (full submergence elevated top slab): Uplift Force=7< 7'-2" z x ( .16.05)x 62.4 Lbs./Cf. 4 Uplift Force=40,304 Lbs. F. Proposed Down Forces (weight of empty structure elevated top slab): P.W.Grosser Consulting, Inc•P.W. Grosser Consulting Engineer&Hydrogeologist, PC I I 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 Down Forces=weight of(top slab +bottom slab+walls) Down Forces= 7c 7'- 2" - x 2.00 x 150 Lbs. = 12,054`New Top Slab 2'-0" 4 +(n)( 7'-2")'x 0.67' x 150 Lbs./Cf. = .:4,045 Bottorn`Slab 4 i 7'-2 '—7c 6'-0,, z x 14.16' x 150 Lbs./C.f.=25,446 Wet Well Wall 0'-5" 4 4 Down Forces =41,545 Lbs. 41,545 Lbs.Downward forces are greater than uplift forces of40,304 Lbs. OK 5. Puma Size: A. Minimum Pump Size Criteria: Minimum Capacity=maximum flow rate B. Design Maximum Flow Rate: Maximum flow.rate=92.4 Gals./Minute 6. Force Main and Pumas: A. Force`Main:Existing 4"0"Ductile Iron Force Main 1.) S6tic 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) Pipe Length: = 1 A00 Ft. Egiuvalent lengths of. Bends 90 deg.(3 @ 9') = 27 Ft. Bends 45 del;.(2 @ 5') = 10 Ft. Check Valve(1 @25') — 25 Ft. Plug Valve(1 @ 10') — 10 Ft. Total Equivalent Length = 1,472 Ft. Say 1,500 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 631.589.8705 - www.pwgrosser.com New York, NY 9 Seattle, WA -Greensboro,NC Hl.Head Loss Using Hazen-Williams Formula: HL Head Loss= (10.44 x L x(V�,,,)I.ss 1.85 "8655 C; X (dindrcs) HI.Head Loss= (10.44 x 1500 x 1201,85 x (4- )4.8655 Pump Capacity Analysis 160 rl—( r l� r j tY. 140 31 120 77 i 100' i le ,. k u 80 `< �o - System Curve. 71 ;--*-Pump Curve 00, rL 40 20 { - q SS I r( per [ w 100 150 200 250 300 350 Flow(GPM) 5.) Pump Operating Point: Pump Design Point=90+Gals./Minute @ 61 TDH(26.41 LbsJSq.In.) 6) Surge Pressure Calculation: Velocity of Pressure Wave(Ft./Sec.) a=L/ (1-I-ftiE)x(d1t)x Cl]) a=L/ (I+[(3.13,000/33,000,000)x(4/.34 x I]) P.W.Grosser Consulting, Inc• P.W.Grosser Consulting Engineer R Hydrogeologist, PC 13 630 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 a= 1500/ 1.l l 15858 a= 1,350 Ft./Sec. Where k=modulus of water compressibility 313,000,psi at 60'F d=pipe inside diameter 4.00 In. E=modulus of elasticity of ductile iron pipe.33,000,000 Lbs./Sq.In. t=minimum pipe wall thickness 0.34 In. C, = pipe constraint constant 1.0 Critical Time of Travel of Pressure Wave(seconds), ' Tea=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./Scc. Maximum Surge Pressure(Lbs./sq.In.) hMAX=aV/g = 1,350 x 2.36/32.2=19,89.Fect.(6.20 lbsJSq.ln.) Where a=velocity of pressure:wave 1,350 Ft./Sec. V-velocity of liquid in pipe 2.36 Ftd- Sec, g=gravity acceleration 32.2 Ft./Secdspc. Total Pressure Exerted on Force Main(psi) Maximum Surge Pressure =hi j,X =19.89 Feet equivalent to 6.02 Lbs./Sq.ln. Pcessure:Hcad at Pumpinb Station=TDH =61.36 Feet equivalent to 26.65 Lbs./SgLn. Total Maximum Pressure = 32.67 L.bs./Sq.M. Class 150 pipe ductile iron pipe is rated for 2,500 Lbs./Sq.In,burst pressure less than 32.67 OK. 7.-) Orieinal And Replacement Pumas: The original.. construction, included the installation of two (2) submersible 3" solids handling pumps with rated minimum capacity of 105 Gals./Min, each at total discharge head of about 65 Ft. 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. EI30D-4, 3 phase, 230 volts;i.7.5.horsepower ABS.3" solids handling submersible pumps. These pumps are capable of handling the peak;desi. n flows. P.W.Grosser Consulting,Inc•P.W. Grosser Consulting Engineer&Hydrogeologist, PC 14 630 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 SECTION 2 '.DESCRIPTION OF SITE. The(GG)pump station was formally referred to as the San Simeon Sewage Pump Station was approved by the Town of Southold in 1984. The gravity sewage collection system and pump station was approved by the Suffolk County Department of Health Services (Reference No CIO-89-015) on December 1, 1985 for only eight (8) units. Permission to discharge. 'sewage to the Village of Greenport Sewage.Treatment Plant was granted to the owners(St.Peter-&Lutlieran Church),by the New York State Department of Conservation and the Village of Greet As of:July 1, 1990 the Village gave permission to the then owner of the property, San Simeon Properties Associates, permission to discharge 3;6.00 gals./day of sewage into the Village collection system(the design flow of-th 'prnposed Phase I development). The current owners of the property and pump station,The Greenport,Group, LLC, indicate that',the original project approval has be rescinded, as the Town of Southold has up-zoned the area for two (2) acre residential development. Under the two (2) acre zoning requirement the:developriient.potential of the parcel, wouldbe considerably reduced to about a total of twenty(20)residential.units,which in turn would significantly reduce the amount of sewage required to be conveyed to the Village of Greci'rport collection system. The.site is generally flat with grades vary from,a.high elevation of about 28.AMSL in the northern and wester.portions of the property to about 10 AMSL along south east portion. Surface drainage is generally south and southeast.towards un-drained areas of the properlies.located to the east and south of the property. P.W.Grosser Consulting, Inc• P.W. Grosser Consulting Engineer&Hydrogeologist, PC 7 630 3ohnson Avenue, Suite 7- Bohemia, NY 11716 PH 631.589.6353- FX 631.589.8705-www.pwgrosser.com New York, NY• Seattle, WA-Greensboro, NC BUILDING DEPARTMENT- Electrical Inspector gyp`- 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 1 iamesh(cDsoutholdtownny gov - seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: n License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) b Name: Address: Cross Street: Phone No.: Bldg.Permit#: �a� 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 E 1 2 H Frame L Pole Work done on Service? oy DN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: j 1_ Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Smokes DW Trnsfmr Generator Salt Gen. Carbon Micro GrbDis Water Bond Heat Pucks ERV Lights Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used CV Comments LAL , -1 C a c,,- 4 s" �5.nEy:..,f�7i6. .,.�,-�.•�,.�..�-.tea.,, -. .A_zac,:.env..�...v.e....-..N�sra-.t77�'^�",�Arusrt��....__ tAvr °.ocffi-.��,.,xn...,..•.,d...•..s..,........,..._-..__.._.__.-_�.._. ..__. _ _._.— ...-. , I SURVEY OF PROPERTY - - - - SITUATE: WEST OF THE VILLAGE OF GREENPORT SOUTHOLD SUFFOLK COUNTY,NEW YORK SUFFOLK COUNTY TAX 1000-45- 2- 10.5 SURVEYED,5EPT.4,2019 CER7H71H1 M. BAST HAM1 WN NORTH MAIN UIC COLU6181A HANK.Ib mmcunt�odlm urn I (98G007 LA O/SMVICESCOMPANY I I APP8l1wTHLANO SIDtVICH4 LTD j .. I a.d w..w>w.m• a . 'm D.r°.on a IM 5aie vc. ep i p I it ' � I I� M1k1••�'1v d. I w eo,<•a SM•11'1A'8 .',.�✓ 71,l7' I �, / b r II ca I � rLIP qp� /I I 9j -tiP I / I of l�j'�el I, 5• �Y •I f r H.t— I\ ■ MONUMENT FOUND ` I WETLAND FLAG 5ET BY ROBERT 6,TORGERSEN.LA.LPESC DETAIL I"= 50' Mea =Ij°b,TS 5.F. Mee 30.9b31 Form JOHN C. EHLERS LAND SURVEYOR SRAPHIC SOALE I-=OD 6 EAST MAIN STRHSI N.Y.S.LIC.NO.50202 RIVHRHHAD,N.Y.11901 0 100 200 500 369-9299 Pax 369-8287 1 i _.—.._._... ....................................... —.. —......._.__...._.._...._...---......_......._.._.....__........_-..._._..__...._...._..__........................................--............_..__......----' ....--...--..._.... ---..._..—.._.._.. .--................_._._._._..._..--.. - --—.._.._....-- ---......—....__._...__....._.__._.._.._ -------.._.. -.._....._.__..... _._..__._..—_....__..__._ --.._..__._.._...._—_..---- I ------------ - I I �;``,rix .�,,., ► I 1 I � i R� e a XRdA' ML SITE L❑CATI❑N QL I � t ° 6 ° Q % fMl typt� S-a a u r ! s ® ° so `� s 9.10 elt SITE OVERVIEW MAP � I I N.T.S. NOT SURVEY REFERENCE ONLY SCTM it 1000-045.00-02.00-010.005 Ernesto Rosini, P.E. Engineering Consulting P.C. _ JLT Team 7*.0 2042 N. County Rd Suite 105 920 C�:apel T- lae Gre port NY -J Wading River NY .1792 Residential FLOOR PLAN 631.680.2485 ernestorosiri©g,r.c.il.com SITE OVEPVIE W i —.----__—_ __-- - 0?fG. N0. SHEET 230. —'r- V elsecNT- --N �— .u?�cxy ear D_�1Y7 3'f -DOTE -- ER t 10 2025 t of 5 I APPROVED AS NOTED -Kc y p { AT 3-�a_a B.P.# 5 15 3 I I I L t k n ?av f ti r p i t a i e,a8�•()0 BY COMPLY WITH ALL CODES OF �01 IFY BUILDING DEPARTMENT AT NEW YORK STATE &TOWItODES � AS REQUIRED AND CONDITIONS OF 31 765-1802 8AM TO 4PM FOR THE = `� 'j `4 OL OWING INSPECTIONS: SOUTHOLD TOWN ZBA OUNDATION-TWO REQUIRED SOUTHOLDTOWN PLANNING BO - = r A y FOR POURED CONCRETE SOUTHOW TOWN TRUSTEES a "'i a 10 r ROUGH-FRAMING&PLUMBING "' I �' `� N.Y.S..Y.S.DEC °� I. `7 LJ m INSULATION SOUTHOWWC J -' FINAL-CONSTRUCTION MUST SCHD (. I ! BE COMPLETE FOR C.O. E E j O O e AL CONSTRUCTION SHALL MEET THE I M m m iO RE UIREMENTS OF THE CODES OF NEW YOf IK STATE. NOT RESPONSIBLE FOR � u DE IGN OR CONSTRUCTION ERRORS E � oo , Additional Lr) f i #' �Ul o Certification Ma Be Required. ,- ash/dry dap/use Y .. LJ , Lj CU L.L V:D 04 A r_ Cl! � � ® o � oJ ® I co ELECTRICAL ,�n W r INSPECTION REQUIRED M f 1=[ wJ d U U:: _... ...._.... M ° M al i U O O U I d I �° ° � M ICJ✓ � .� __ PE ter— o f co m o co I O ( o m 0 I o I ji cr_ o o q; o ., z . . o o LL �?` tr.� �� �� ���.. J 1 it;t1: ♦ � �.r �' �; �. �� T - � I r �• : '�>_ ,� "1" i 'tip, I 1 y t~ y K� c �a . . 4Y f F' r. 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