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HomeMy WebLinkAbout52748-Z ho��oF souryo� Town of Southold * * P.O. Box 1179 0 53095 Main Rd 11Nr.�'a Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47044 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. 52748 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 #2) 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: 52748 3/24/2026 PLUMBERS CERTIFICATION: 1A IAALl th ed ignature aoF SOUP yo�o 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#: 52748 Date: 03/12/2026 Permission is hereby granted to: Greenport Group LLC PO BOX 1000 Woodbury, NY 11797 To: Unit 2-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 uilding Inspector SOUlyo�o Town Hall Annex Telephone(631)765-1802 54375 Main Road cn P.O. Box 1179 iQ Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: . Green port Group LLC. Address: 920 Chapel Lane Unit #2 city: Greenport st: NY zip: 11944 Building Permit#: 52748 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 1 st 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: Date: March 24, 2026 SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. ���y00UNTIN`��o 631-765-1802 >z INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING FINAL JY) !/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [_ ] RENTAL PMAR.KS: 0 DATE INSPECTOR ' TOWN OF SOUTHOL t D BUILDING DEPT. a :� 4 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING 00 [ ] FRAMING / STRAPPING [ ] F AL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (Fl AL) [ CODE VIOLATION [ ] PRE C/O [ RENTAL REMARK'S: � i ��no ���� ��� .. __ t�, CID f"1 LA et DATE O INSPECTOR ----- GREENPORT GROUP LLC PO Box 1000 • Woodbury, NY 11797 r Phone:516-223-1313 ® Email: Laridcobank@ao.l.com - Date: April 1, 2026 Southold Building Department 53095 Main Road Southold, NY 11971 Re: Certification of Original Construction—920 Chapel I?ne, Gre_npbrt, NY To Whom It May Concern: I, Matthew Solof, Member of Greenpp 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 structures were built in accordance with the New York State and Town of Sauthc!d building code requirements in effect at the time of construction. This letter is being provided at the.request of)ohn Jarski for the purpose of confirming the approximate year of construction and applicable code standards. Sincerely, Matthew Solof Member r' NEW YORK ALL-PURPOSE ACKNOWLEDGMENT REAL PROPERTY LAW§309-a State of New York County of Pdow y ss. u �i'i ZOZCo On the 3r day of in the year before me, Day Month Year the undersigned personally appeared Pai,�-hczy Solo 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 instrume�,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 Notafy public.State of New York Name of County in Which Originally Qualified No.of L=31049 I/ 15 202 G Qualified in suffok County Commission Ex,-l'es i1il512028 Commission 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: Document Date: qor- r 1 , ZoZe,- Number of Pages: / Signer(s)Other Than Named Above: ©2020 National Notary Association M1304-15(11/20) FIELD INSPECTION REPORT DATE COMMENTS 00 FOUNDATION 1ST 00:11: ------------------------------------ FOUNDATION (2ND) z C7 H 1 ROUGH FRAMING& V PLUMBING �r L, r t� INSULATION PER N.Y. STATE ENERGY CODE "K A J d FINAL ON ADDITIONAL COMMENTS - Z 35 r� J., T � � z 0'a 1 x H x e � r� b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 1 1 97 1-095 9 y • o�,. Telephone (631) 765-1802 Fax (631) 765-9502 https://Nv southol.dtown1ly.;ov .poi� ya.,.:• Date Received APPLICATION FOR BUILDING PERMIT p i For Office Use Only f i E PERMIT NO. Building Inspector: ,t N Applications and forms must be filled out in their entirety. Incomplete applications will nat be accepted.,Where the Applicant is not the owner,an Own,oes.Authorization form(Page 2)shall be completed.. Date: OWNER{S)OF PROPERTY: r' 2 r Name: V/ T� SCTM # 1000- /-/ 9 —�— �� •S L!G Project Address: e, )Ez- L � 04� Phone#: � � _/-�/A 11 1 Emai � Mailing Address: RL 7 j I CONTA.CT'PERSONr Name: S �. Mailing Address: Phone#: Email: 1 v DESIGN PROFESSIONAL.INFORMATION: Name: _ .. �� 1 C, rDA4�1 P� - Mailing Address:�D V, Phone#: 6 /_�8Q 2[[ Email: / i t CONTRACTOR#NFORMATIt�N: Name: / Mailing Address: y ( s� EkA J0 y I (WD . l Phone#: Ema DESCRIPTION :PROPOSED CONSTRUCTION, ❑New Stru ❑Addition eration epa'r ❑Demolition Estimated Cost of Project: ❑Other �tre ❑AltC4L 1 $ Will the lot be re-graded? ❑Yeso; l OO Will excess fill be removed from premises? ❑Yes Azqe 1 PROPERTY-I N"FORMATION. Existing use of property:&rfiA F Intended use of property: ,A- ,// .,g one or use distr t • Vich Mmises is situated: Are there any covenants and restrictions with respect to 1L '}� this property? ❑YesIF YES, PROVIDE A COPY. 0_Check-Box After Reading The owwner/contractor/design professional is responsible for all drainage and stormwater issues as provided by'' chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the jssuance of-a Building Permit pursuant to the Building Zone drdinance of the Town of Southold,Suffolk,County,New York and other app1661e Laws,ordinances or Regulations for the constriction of buildings; additions,aRerations or for removal or demoiition as herein described The,applicant agrees 4o comply with all applicable laiias,ordinances,building code„ ho_using code aril regulations and to admit authorcce, inspectors on preriii;es and in'building(s)'for necessary inspections:False'statements in 6reln are ' punishable as-a Clas;A misdemeanor pursuant to Section 210 45 of the idew York State Penal Law. Application Submitted B (print ame : 'v uthorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) COU TY OF-'mil.' su�" Abeing duly sworn, deposes and says that(s)he is the applicant (Na a of individual signing c ntract)above named, (S)he is the (Contracto�i _cfe icer, etc.) of said owner or owners, and is duly au torrrred-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. Sworn efore me this day of 20� } - T otafgg�P�bfloblic-State f NSA Yor No.01 MA6354 0 Qualified in Suffolk linty PROPERTY OWNE AUTHORIZATION My Commission Exp. 02 1/2025 (Where the applicant is not the owner) I residing at i do hereby authorize T /, to apply on my behalfatothe Tow Southold Building Department for approval as described erei . wnWign' e D to P int Owner's ame 2 ,' - - [ C CSC Qom® x : MAR 11 2C2� JLX SITE PLAN USE DETERMINATION LIAR 0 5 2025 SOUTHOLD TOWN Initial Determination PLANNING BOARD Date Sent:U�� ZS Date: 03 10Lf (?a5 Project Name: `-1r��1'� T l�r�U LLC--., Project Address: C, GKKMP0r Suffolk County Tax Map No.: 1000- 45 - a - 10, Jr Zoning District: -= Request: Le ,,111 Ze, interior iWo f Sin 1� r i (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: ,i I Yt s i Initial Determination as to whether site plan is required: } � I Signatu4oilding'lnspector Planning Department (P.D.) Referral: P.D. Date Received: Date ofComment: � �1�2� 71)2 a�,v1 iY�G1 P 0a-`-4 �� ` rl i e�X -PAO-,+ �)je ai-7 a �'rI Vc Comments: CAS abcV e�C1s� r�- r--e-�r�ccej-IS 5� YID+ ` co�I��c� vec� r-es -7hZ u S2 W' n a' J ,J Signature of Planning ept. Staff evie r Final Determination Date: Decision: I Signature of Building Inspector � S® t r'J 'e 3 March 6t'2026 r -BAR 9 `p Suffolk County Department of Health Services r,rxi z35 TruRo srREEr 360 Yaphank Avenue GREEMPORT,Nr 1;19" Yaphank,NY 11980 Tali (8E1)4"-024$ Fax: t63tM77-18rr RE., GREENPORT GROUP LLC i mageofpreenpamorE. 920 CHAPEL LANE,GREENPORT NY 11944 TAX MAP ID# MAYOR p1000-.045.06-02.00-010.005 KEVIN STUM1 EXT Z1S To whom it may concern: TEs The possibility of sanitary sewers, appurtenances, and sewage disposal facilities FATRICK BREI~.' for above referenced parcel have been inspected b the Green port Sewer'District oe�vTY�u►Yoa�: . " „ Pa Pe y P (the `District )and the district hereby confirms that it currently has the capacity to service the extant 8 units on theproperty, each consisting of 2 bedrooms and 1 mARy pus mwjM bathroom. Please,note that:any changes to the property that could result in an expansion of sewer usage shall require prior notice to and reinspection by the Village and any alterations to existing or-new sewer connections shall require first obtaining a LILY DOUGHERTY-JOHNSON ,permit from the Village. JUt:IA.ROBINS If:I can be of any further assistance,please contact.me.at(631)477-0248 Regards, VILLAGE CL.M! CANDACE.HALL. W Z14' Adam Hubbard 'Village of Greenport Waste Water Treatment Plant A. Ernesto Rosini,RE. Engineering Consulting Services P.C. ERNESTO ROSINI, P.E. 9 Leonard Street ENGINEERING SERVICE P.C. Wading River; nIY 11792 Uh Tel 631-680-248S ernestrosini @gmait.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 1]944 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), 1 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, pF NEy, klP���O �'0r0 Ernesto Rosini, P.E. Licensed Professional Engineer—NY License No. 094477 " CFO No 0 0 SAN SIMEON PUMP STATION ' TOWN OF SOUTHOLD, NEW YORK ENGINEERING REPORT i FOR REFURBISHMENT OF SAN SIMEON PUMP STATION PREPARED FOR i GREENPORT GROUP LLCP. Michael P. Chiarelli En l-eer. P.C. 1954 NEW YORK AVE HuynNGTON 69'A110K NEW YORK 11746-2906 � TEL (631)673.3M FAX (631)6"3842 i REVISED NOVEMBER 2012 REVISED MARCH 2O12 REVISED FEBRUARY 2012 REVISED JANUARY 2012 REVISED NOVEMBER 2011 AUGUST 2011 SECTION III PUMP STATION CAPACITY SANITARY SEWAGE FLOW 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 for the proposed refurbishment of the Pump Station is derived as follows: A. Sewage Flow—V Pine Minimum 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: 3 Q = V x A = 2c x.08725,f tz = .1745 Sep = 78.17 gpm B. Sewage Flow—SCDHS Standards The original desi#n was for a 150 cottage type retirement community. However, the pump station Only serves the existing 8 cottage type houses and a church. The i standard design f�ow criteria of the SCDHS is based upon the type, number and size of units and 4enerates an average daily design flow as follows: No. of Units j 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 = PEAKMNN BXSED UPON 4.3 PEAKFACTOR — 19,060 gpd 5 Nichol P.Chiateili Engineer,P.C. i Peaking factor is',established by criteria established in Ten States Standards. A.F.= 18 + _ 18.236 = 4.3 4 + Fp 4.236 C. Sewa a Flow—Summary of Analyses A summary of the various techniques for estimating the sewage flow as related to the pump station is as follows: i 1. 4"existing force main (to maintain velocity of 2 fps) 112,565 gpd 2. SCDHS design criteria: 18,060 gpd D. Basis of of Desip-n Flow The basis for thisrefurbishment design flow shall be taken as the maximum of the calculated flows listed above, which is 112,565 gpd. E. Peak Flow Based upon the existing 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 r�Ihi aintain a 2 fps minimum carrying velocity through the existing i 4"force main. Therefore, the peak flow used will be 78.17 gpm. The basis of design for the proposed refurbishment of the pump station is 78.17 gpm and all calculations in this report address the requirements for the Pump ,, I station to deliver 78.17 gpm. i i Michael P.Chiarelli Bngincer,P.C. i 6 San Simeon Pump Smion Job#319-001-10 Gr=port Group Aerial view showing existing sanitary pumping station and force main locations SECTION'...PUMP STATION BASIS OF DESIGN 1. Average Daily Desi*r 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: TABLE NO.7— 1 ORIGIN IAL AVERAGE DAILY DESIGN FLOW USAGE. QUANTITY UNIT DESIGN FLONN' AVERAGE FLOW GalsJDavCUnit (CalsJDay). I -Bedroom Units 124 Units 100 Gtls./Da /Unit 12,400 GalsJDa 2-Bcdroorn Units 26 Unitas 225 Gals./De /Unit 5,800 Gals.IDa Nursing Home Beds 84 Beds 150 Gals./Da Bcd .12 600 GalsJDa Motel Units 9 Units 100 Gals./Da !Unit 400 Gale,/Da Ch l ? I.S GaIsJCa ita Nor Included T66F-Desigq Flow 31,700,GAWDa 2. Peak Dailv Design Flow Criteria: A. Population Equivalent: Design Criteria: 75 gals./day/person Population=31,700 gals./dayi75 gals./day/person Population=4212.7 people Say 423 people B. Peak Hour Flow Rate Factor(f peak): f peak=(18 P) / (4+y P) f peak =(18+ q.423) / (4 +- 4.423) = 18 +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.iMinute 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•EX 631.ss9,s7o5 • 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 66O Gallons C. Existing Wet Well Size: 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.iCu.Ft./L7r)&-0")-Sq.Ft. 4 Minimum Effective Depth=3.12 feet Say 3'-2" Existing Wet Well Depth: (Based on plans of HZM Consulting Engineers on file at the office of the SCDHS): Existing Low Water Level - (-) 2,87 Existing high Water Level - + 0.79 Existing=E6ctive Depth = 3.66 feet=3'- 8" E. Existing Wet Well Depth Characterizes: Existing Wet Well Characteristic: (Based on plans of H:M Consulting Engineers on file at the office of the SCDHS): A. Top Slab Elev. _ +10.3 B. Invert Elevation of Influent Sewer Elev. _ + 2.09 C. High High Water Alarm Elev. = None specified D, High Water Ala=Elev. - + 0.79 E. Both Pump on Elev. = 0.00 F. Lead Pump On Elev. _ (-)1.00 G. Both Pumps Off Elev. _ (-)2.87 H. Low Water Level Alarm Elev. = None provided 1. Low Low Water bevel A.lann = None provided i; Bottom of Wet Well = (-)3.37 K-. Bottom Elevation of Base Slab Elev. _ (-)4.05 Total Height of Welt Well (10.30-(-)3,371 = 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 F12M Consulting Engineers on file at the office of the SCDHS made no mention of buoyancy, in spite of the fact that the bottom of the station vet . 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 wade 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 datttm's in area immediately around the station. B. Minimum Top Slab Elevation: Use elevation 12.0 for required minimum top slab elevation of station. C. Existing Uplift Forces(full submergence): Uplift Force =a( 7'-2" )'x( 14.35' )x 62.4 Lbs./Cf. 4 Uplift Force=36,035 Lbs, D. Existing Down Forces(weight of empty structure): Down Forces=weight of(top slab+bottom slab+ walls) Down Forces=(n)( 7'-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 n 7'-2 '-—n 6(, ,-0„)-' x 13.0 Ft, x 150 Lbs./Cf.=23,361 Wet Well Wall 0'-7" 4 4 Down Forces =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 is proposed to correct this deficiency by raising the top slab about 2'-6"at a new top slab elevation of 10.3+2.5= 12.8,hereby the followring revised calculations would apply: E. Anticipated Uplift Forces(full submergence elevated top slab): Uplift Force=n 7'-2" =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 11 630 Johnson Avenue, Suite 7 - bohemia,NY 11716 PH 631.589.6353 - FY,631,589.8705 - www.pwgrossLr.com New York, NY-Seattle, WA- Greensboro, NC Down Forces=weight of(top slab -+-bottom slab +walls) Down Forces = n T- 2" = x 2.00 x 150 Lbs. = 12,054 New Top Slab 2'-0" 4 +(�)I 7'-2")'`x 0.67' x 150 Lbs,/Cf. = 4,045 Bottom Slab 0'-8- 4 n 7'-2 '—It 6'- 0" 2 x 14.l 6' x 150 Lbs./Cf.=25,446 Wet Well Wall 0'-5" 4 4 Down Forces =41,545 Lbs. 41,545 Lbs.Downward forces are greater than uplift forces of 40,304 Lbs, OK 5. Pump 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 Pumps: A. Force Main: Existing 4"0"Ductile Iron Force Main 1.) Static mead: High Point Elevation: = 46.77' Pump Shut Off Elevations = (-)2.87' Static Head = 46.77—(-}2.87=49.64 Ft. 2.) Dynamic Head: Interior Diameter Pipe :`'D" = 4.0"inside diameter Co&ff.of Friction"C": = 120(30 years old) Pipe Length: — 1,400 Ft, Equivalent lengths of: Bends 90 deg.(3 @ 9') = 27 Ft. Bends 45 deg.(2 @ 5') = 10 Ft. Check Valve(1 @25') = 25 Ft. Plug Valve(I @ 10') — 10 Ft. Total Equivalent Length = 1,472 Ft, Say 1„500 Ft. P,W.Grosser Consulting, Inc• P.W.Grosser Consulting Engineer&Hycirogeologist, PC 12 630 Johnson Avenue, Suite 7 • Bohemia,NY 1171.6 PH 631.589.6353 • FX 631.589.87o5 • www.Pwgrosser.com New York, NY•Seattle, WA . Greensboro,NC 141,Head Loss Using Hazen-Williams Formula: Hl,.Head Loss 00.44 x L X(V'P")lA5 C).85 X4.8655 HL Head Loss= (10.44 x 1500 x(Vp,, '85 ............................. 1201*95 4 8655 Pump Capacity Analysis di- Vt 140 7% 120 t" —EY 7 ;1KT 1 3, 100 't -W� < T tt 7 77+7r 4'V 77 S ystem Eurve so C rve U 4 so, 44 fi-a '9 I T 40 77 44 MT 20 7 7 lei 77 0 A 0 so 100 150 200 250 300 350 Flow(GPM) 5.) Pump Operating Point: ftnp Design Point=90+Gals./Minute @ 61 TDH (26.41 LbsJSq.In.) 6.) Surge Pressure Calculation: Velocity of Pressure Wave(Ft./Sec.) a=L/�(1+[(k;E)x(d/t)x Cil) a=L/-q'(1-t [(313,000133,0W,(00)x(4/34 x 1,J) P.W. Grosser Consulting, Inc- P.W.Grosser Consulting Engineer& 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= 150011 1.1115858 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.ln. t=minimum pipe wall thickness 0.341n. C, = pipe constraint constant 1.0 Critical Time of Travel of Pressure Wave(seconds) TCR=2L/a =2 x 1,500/1,350=2.222 seconds where L=length of force plain 1,500 Ft. a=velocity of pressure wave 1,350 Ft./Sec:. Maximum Surge Pressure(Lbs./sq. In.) hMAx=aV/g = 1,350 x 2.36/32.2=19.89 Feet(6.20 lbsJSq.In.) where a=velocity of pressure wave 1,350 Ft./Sec. V=velocity of liquid in pipe 2.36-FtJSec. g=gravity acceleration 32.2 Ft./Sec./Sec. Total Pressure Exerted on Force Main(psi) Maximum Surge Pressure =hMAX =19.89 Feet equivalent to 6.02 LbsJSgln. Pressure Head at Pumping Station=TDH =61.56 Feet equivalent to 26.65 Lbs./Sq.ln. Total Maximum Pressure = 32.67 L.bs./Sq.Iti. Class 150 pipe ductile iron pipe is rated for 2,500 Lbs./Sq.ln.burst pressure less than 32.67 OK. 7.) Original And Replacement Pumps: The original construction included the installation of two (2) submersible 3" solids handling pumps with rated ininimunn 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. E130D-4, 3 phase, 230 volts,,7.5 horsepower ABS 3" solids handling; submersible pumps. These pumps are capable of handling the peak,.d"esign 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;=:DESCfUP.TION 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 (Referened No C10-89-015) on December 1, 1985 for only eight (8) units. Pennission to discharge: "sewage to the Village of Greenport Scwagc Treatment Plant was granted to the owners(St. Petersliitheran Church),by the New York State Department of Conservation acid the Village of Gremport_ M.-of July 1, 1990 the Village gave permission to the then owner of the property, San Simeon Properties Associates, permission to discharge 3,600 gall+./day of sewage into the Village collection system(the design flow of the proposed 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 up4oned the area for two (2) am residential development. Under the two (2) acre zoning requirement the,development potential of the parcel would be 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 Greenpoit collection system. The site is generally flat with grades vary,from a high elevation of about,2$,A.M$L in the northern and western 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 properties.located to die east and south of the property. P.W. Grosser Consulting, Inc• P.W. Grosser Consulting Engineer&Hydrogeologist, PC 2 630 Johnson Avenue, Suite 7- Bohemia, NY 11716 PH 631.589.6153• FX 631.589.8705•www.pwgrosser.com New York, NY - Seattic, WA-Greensboro, NC BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ~J Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ✓ Telephone (631) 765-1802 - FAX (631) 765-9502 �amesh(cDsoutholdtownny qov — seand(a�southoldtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I 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❑Under ground❑Overhead # Underground LateralsLl 1 [-]2EIH Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION � ' PERMIT# Address: j Switches Outlets G F I's t Surface Sconces H H's UC Lts Fridge HW `�f� 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 HOTTUB/SPA Disc Combo Cooktop IVlinisplit Blower AC AH Hood Blower Service Amps Have Used W Sub Amps Have Used Comments SURVEY OF PROPERTY SITUATE: WEST OF THE VEU AGE OF GREENPORT 'SOUTHOLD J SUFFOLK COUNTY, NEW YORK 5UFFOLK COUNTY TAX 1000-45- 2-10.5 5URVETED,5EPT.4,2019 , t, ®ITR+®TO: EAST HAMM NORTH MAIN LLC G1NSURANL4 COMPANY�- I APP�LA7H lAND S®tVICB9 LTD I I.'` OPH 171pp I.. �pp � ss�•1r1r■ 1 f� '`; ,- 491,E 1 1 i s � , 11 :, +(�[ip��Y' � ■ MONUMENT FOUND 1 WETLAND FLA6 SET BY ROBERT 6.rORGER5EN.LA.LPE5c- DETAIL I"= 50' Kee =ly 6,T94 5.F, Mee 30.9691 5 F, _ JOHN C. EHLERS LAND SURVEYOR SRAPHIO SCALE. r•.00 6EAST MAW STREErf N.Y.S.LIC.NO.50202 RIYRRHEAD,N.Y.11901 O 100 200 300 369-8299 Fax 369-9287 ti y.- -, San SA;F6nK i RO T i Ra r Ro ML L ,A 091 :.. .�. t-� � o a°°7_ ..r.. SITE L❑CATI❑N ao- 4 0 3 B U)< g w 916 ROO NQ Rm° ?' SITE OVERVIEW MAP N.T.S. U� NOT SURVEY REFERENCE ONLY (� SCTM # 1000-045.00-02.00-010.005 Ernesto Rosini, P.E. Engineering Consuiting P.C. JLT Team LLC 2042 N. County Rd Suite 105 920 Chapel Lane Greenport NY Wading River NY 11792 631.680.2485 emestorosini@gmail.com Residential FLOOR PLAN SITE OVERVIEW M=FPn0N I Appgm I Dxff DRAWN BY I DATE DWG. NO. SHEET N0, E V S I O S ER 1 i 10 2025 1 1 of 5 i Rear APPROVED AS NOTED Rear DATE' al� B.P# 5 arrl Additional A I )Kbc) BY: Certification NOTIFY BUILDING DEPARTMENT AT '-2' -2'- Wh Ma Be Re wired. 631-765-1802 8AM TO 4PM FOR THE Y q FOLLOWING INSPECTIONS: 14'-6' 14'-6' ?16'-5' 6'-5'` FOUNDATION-TWO REQUIRED C L C L ELECTRICAL FOR POURED CONCRETE 5'-10° Bed 5'-10° INSPECTIONREQUIRED ROUGH-FRAMING&PLUMBING Room INSULATION 13 —6 ® Bed 13 —6° FINAL-CONSTRUCTION MUST Room /L Cj L BE COMPLETE FOR C.O. -90 6'-9' " ALL CONSTRUCTION SHALL MEET TIIE - -; REQUIREMENTS OF THE CODES OF NEW —l0• / _10• YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRO S --µ-, 7'_9 ash/dry wash/dry -9 ,. a ` , COMPLY WITH ALL CODES OF 6 z U T U T Bath Living NEW YORK STATE&TOWN CODES Both EP EP '- AS REQUIRED AND CONDITIO S OF o _1• ® ® 9,_i 18'-3° ,_5,C/L o C/L Room 3'-5— SOUTHOLD TOWN ZBA Living OR- 0wh Ch ,,�._ SOUHODTOWN P � ® LANNIG BO TD Room. �� f ° 5' SOUTHOLDTOWN TRUSTS 13'-3° C/l I '-11'`} —=4'-11 I C/L 13'-3° N.YS.DEC C. SOUTHOLD HPC Kitchen O O 3,-3° 3'I4 3'-3" 9'-5, I4, O SCHD ill-6 6'-6 ° 3' ref. Id d/w ref. 5 ; 3' t ,�. stor. 7 Bed �'` Bed io -s io -e ' Room 5'-10' Front 5'-10• Room Front UNIT 2 { r ���'� �,, 13'-3" .� UNIT 1 stor. Elec FLOOR PLAN 3/16" = 1' 10' Ernesto Rosini, P.E. Engineering Consulting P.C. 3LT Team LLC 2042 N. County Rd Suite 105 920 Chapel Lane Greenport NY Wading River NY 11792 Residential FLOOR PLAN 631.680.2485 ernestonestorosini@gmail.com UNITS I & 2 SCT ®a®—Q .0Q-02.aQ-0]0.005 1 ffnM j ME BRAN $Y DATE D,F{;, N0. SHEET N0, V I S 1 0 N S ER 1 10 2025 1 2 of 5 r " E, �555 1 o- # , Am AAA t 4yr /S rkNi. i f � , 4- t t \\ 1 i T ^Q 1`• t 1 I t� i 1 xp • P t l t ir4k:a� rl f pt k, } :4 i At . 3 L ✓ r i #r r e k x a n r' I C A j ` '•i�V ,t fi