Loading...
HomeMy WebLinkAbout52751-Z �O01.pF SOUIyolo Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold; New York 11971 CERTIFICATE OF OCCUPANCY No: 47047 Date: 05/11/2026 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 920 Chapel Ln Greenport, NY 11944 SecBlock/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. 52751 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 #5) 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: 52751 3/24/2026 PLUMBERS CERTIFICATION: tho ' e S ature �o��pFSO(/Tyolo TOWN OF SOUTHOLD BUILDING DEPARTMENT • SOUTHOLD, NY .� yo 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#: 52751 Date: 03/12/2026 Permission is hereby granted to: Greenport Group LLC PO BOX 1000 Woodbury, NY 11797 To: Unit 5-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, FIRESAFETY INSPECTION, FIRE RESISTANT CONSTRUCTION, FINAL, Fees: As Built Commercial $984.00 CO Commercial-Addition/Alteration $100.00 Total $1,084.00 Building Inspector SO(/ryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O. Box 1179 Southold,New York 11971-0959 �lij'COU �� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Greenport Group LLC. Address: 920 Chapel Lane Unit#5 City: Greenport st: NY zip: 11944 Building Permit#: 52751 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: Date: March 24, 2026 �o�aOF 50UlyOlo # . # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XFINALOKI� SULATION/CAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: AVw .� d� i2a. r DATE INSPECTOR GREENPORT GROUP LLC PO Box 1000 • Woodbury, NY 11797 , r. Phone:516-223-1313 • Email: Landcobank@aol.com Date: April 1, 2026 Southold Building Department 53095 Main Road ' Southold, NY 11971 Re: Certification of Original Construction—920 Chapel Lan'--, Greenport, NY To Whom It May Concern: I, Matthew Solof, Membear of Greenp�y 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 understanding that these structurtls were built in accordance with the New York State and Town of Southc!d building code requirements in effect at the time of construction. This letter is being provided at the.r ggpst of John Jarski for the purpose of confirming the approximate year of construction and applicable code standards. Sincerely, Matthew Solof Member See c�nowlee��-rr�e`�d-- Cl NEW YORK ALL-PURPOSE ACKNOWLEDGMENT REAL PROPERTY LAW§309-a State of New York „� ss. County of 6y155(w 3ru (,jpri I ZOZIo On the day of in the year before me, Day Month Year the undersigned personally appeared Q�LL�rreGtl So/U 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 in 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 (_vih t Notary public-State of New York Name of County in Which Originally Qualified No.oiL=31D49 // f5 Z02(� Qualified in S 01K County my issian Fires i1i15/2028 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: Gef{,✓r Document Date: �PK I , ZoZ(o Number of Pages: / Signer(s)Other Than Named Above: ©2020 National Notary Association M1304-15(11/20) 6 v1 c4\ ! # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1602 �^ . INSPECTION , [ ] FOUNDATION 1 ST/ 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 (Fl AL) [ CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: 1� r Ps��kmr�sn r h tf� Gno`� CD L v% v� k-'srA d 1 DATE C _____ INSPECTOR - FIELD INSPECTION REPORT DATE COMMENTS l.P ro r FOUNDATION (IST) ---------------------7--------------- FOUNDATION (2ND) z � o roy ROUGH FRAMING& y .1 PLUMBING V ' r INSULATION PER N.Y. STATE ENERGY CODE 1 1 I ®v% FINAL 1 1 ADDITIONAL COMMENTS 3-Nl— INOI(�v b OL to �r I AC-CA- C`-ev(- o Z m X k ti y � O x � � y x � C "d y • iJrr�a:r,+iYr °o�°SUFFa1x�o' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, IVY 11971-0959 y • ogf` Telephone (631) 765-1802 Fax (631) 765-9502 littps://tN,-,,,-w.soutliol.dtownny.gov :may„y4 J^ Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only f [ PERMIT NO.5��� Building Inspector: J J A N 2 3 2025 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 Authorization form(Page 2)shall be completed: Date: r. . Name: jr SCTM# 1000- Project Address: Phone#: SI5 r��I� Email: Mailing Address: 7M N I'L� n \ / CONTACT°:PERSON, Name: SQ'� Mailing Address: Lox f "/V V, � ' Phone#: `?-429� Email: LJ4LU DESIGN PROFESSIQNALdNFORMATION: Name: Mailing Address: 2Q � >N �/ r Phone#: Email: / i t CONTRACTOR INFORMATIONt - �/ .. " Name: J0 (�ti6 ~--. Mailing Address: Phone#: (` i Ema ' i L ti DESCRIPTION OF:PROPOSED CONSTRUCTION" ❑New Structure ❑Addition ❑Alt ration "ep it ❑X"5 lit on Estimated Cost of Project: ❑Other '1 $=T, Will the lot be re-graded? ❑Yes O Will excess fill be removed from premises? ❑Yes Aziel 1 PROPERTY INFORMATION Existing use of property:6 Intended use of property: one or use distr' t ' v�hich Mmises is situated: Are there any covenants and restrictions with respect to `��, ,i- 1L 9}� this property? ❑YesIF YES, PROVIDE A COPY. O'Check Box After Reading:, The otwoer/contractor/design'professiopal is responsible for all drainage and stone water issues as provided by Chapten236 of,the,Town Code: APPUCATION.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 of Regulations,for the construction of Buildings;. -additions,alterations of 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 nspections.False statements made herein are punishable as a Class A misdemeanor pursuant to•Section 210A5 of.the New York State Penal Law.- Application Submitted B (print ame : 'U uthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COU TY OF ) 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 (Con��,ent, rporate Officer, etc.) of said owner or owners, and is dulyau r have pe forrrred 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 end 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 �3 otalld Roblic-State f lnv Yor No.01 MA63646t70 Qualified in Suffolk CVunty PROPERTY OWNS AUTHORIZATION My Commission Exp. b2 1/ d2 (Where the applica t-is not the owner) I, residing at i do hereby authorizePWAZ3�/P to apply on my behalfatotheZTowSouthold Building Department for approval as describ7/; 71) I /,::�N- IL .4wnWrine D to 'P/int ner's ame 2 U - p13, 14►_ l"ST' Bc Mc 17 � 77 0 SITE PLAN USE DETERMINATION MAR 0 5 7025 SOUTHOLD TOWN Initial Determination PLANNING BOARD Date: A3_J9L1 J R5 Date Sent:Q�_J_�Ej 25 Project Name: C1r12U LLC---' Project Address: � _ 10. 5tt- Uv Suffolk County Tax Map No.: •1000- Zoning District:o� Request: Le 4,1 I e— inttrior J sin k, 6c 1 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 z Initial Determination as to whether site plan is required: P Signat4ouil6ing MInspectortor Planning Department (P.D.) Referral: � �� Z 5- Date of Comment: _� / �� /2� P.D. Date Received: n 1 - ��2 ay�rliY1%1 Aa-7rL Z JtJ LCc�� C� l Comments. cLQ I'!s �lodV ccP2cSe ►7' IS r�p4- UiY ve r e Ej; rh n u w' n c � -fUa-Fjor�h-h � 'j Signature of Planning Dept. Staff RevievJr Final Determination Date: i Decision: Signature of Building Inspector � 80 March 6t'2026 MR 0 2026 [1"'..S. Suffolk County Department of Health Services ;.,.. � ���� 360 Yaphank Avenue Ya hank N z36 lNPORT,Im up" p Y 11980 Tel: (031)477-0246 F.x: (631)471-18" RE: GREENPORT GROUP LLC v((ta9eof0eeenporGor9 920 CHAPEL LANE,GREENPORT NY 11944 TAX MAP IN .AyQR.'1000-..045.00-02.00-010.005 KEVIN SWESSI EXT 215 To whom it may concern: TRMTEM The possibility of sanitary sewers, appurtenances, and sewage disposal facilities PATRICK dRElWN. fortthe above-referenced parcel have been inspected b the Green port SewerDistrict DEPU'I17 MXYOR� P p� y p (the"District')and the district hereby confirms that it currently has the capacity to srvice the extant 8 units:on the.property, each consisting of 2 bedrooms and 1 mARY BESS mmj'$ .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`DoIIGHERTY-3OHNSON permit from the Village. If I can be of any further assistance,please contact meat(631)477-0248 JULIA.ROBINS, Regards, VILLAGE CLERK. CANDACE HAII EXr 214 .Adam Hubbard Village of Greenport Waste Water Treatment Plant N Ernesto Rosini,RE. Engineering Consulting Services P.C. ERNESTO ROSINI, P.E. 9 Leonard Street ENGINEERING SERVICE P.C. Wading Rivei, NY 1.1792 Uh Tel 631-680-2485 ernestrosini@(Ymail.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 H 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 t6tal 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, ���jwi'+�(� / •� ��\�,��0 .5.� Rif O�� LLj Ernesto Rosini, P.E. Licensed Professional Engineer—NY License No. 094477 C7. QJ CFO No 0 44 ��� i.' i SAN SIMEON PUMP STATION TOWN OF SOUTHOLD, NEW YORK ENGI.NEERING REPORT FOR REFURBISHMENT OF SAN SIMEON PUMP STATION PUTAM FOR GREENPORT CROUP LLC P. Michael P. Chiarelli Engineer, P.O. � 1954 NEW YORK AVErIVE IiUNTINGTON Sl ATTON,NEW YORK 11746.2906 TEL (631)673 3M FAX (631)673.3942 ! REVISED NOVEMBER 2012 REVISED MARCH 2O12 REVISED FEBRUARY 2012 REVISED JANUARY 2012 REVISED NOVEMBER 2011 AUGUST 2011 i i i SECTION III PUMP STATION CAPACITY 1 SANITARY SEWAGE FLOW' i The average daily design flow for sewage is the average of the daily volumes of sewage to be pumped for a continuous twelvel(12)month period. i The average daily design flow �br the proposed refurbishment of the Pump Station is derived as follows: i A. Sewane 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 velocitty of 2 fps in the pipe at all times. Therefore, the minimum pumping rate is 7ii$.17 gpm or 112,565 gpd as shown in the following calculation: V x A = 2 s c x.08725,f t'2 =..1745 3 sec = 78.17 gpm B. Sewage Flow—S6HS Standards The original desig'm 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 I ow criteria of the SCDHS is based upon the type, number and size of units and Tnerates an average daily design flow as follows: i No. of Units F knit Total Flow 8 cottages i x 300 gpd (>1,200 sq. ft.) — 2;400 gpd 450 seat churci x 4 gpd/seat �00gpd TOTAL — VU&FW N BASED UPON 43 VEAKYACTOR — 18,060 gpd j i 5 Michael P.Mardi Engineer,P.C. i f Peaking factor is established by criteria established in Ten States Standards. i F.; 18 + y r 18.236 = 4,3 4 + 4.236 C. Sewa a Flow—S Hama of Anal ses A summary of the various techniques for estimating the sewage flow as related to the pump station s as follows: 1. 4"existing force main (to maintain velocity of 2 fps) 112,565 gpd 2. SCDHS design criteria: 18,060 gpd i i D. Basis of Refurbishment esi n Flow The basis for this!refurbishment design flow shall be taken as the maximum of the calculated flows listed above, which is 112,565 gpd. i i E. Peak Flow i Based upon the existing conditions of the site, the calculated peak flow will be 12.54 gpm (18,060 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. T�erefore, the peak flow used will be 78.17 gpm. The basis of desio for the proposed refurbishment of the pump station is 78.17 gpm and all cal culations in this report address the requirements for the pump station to deliver 8.17 gpm. f I Michael P.Cluarelli Engineer,P.C. j 6 San Simeon Pump Station i Job#319=001-10 i Greenport Group Aerial view showing existing sanitary pumping station and force main locations SECT10N 7 PUMP-.STAT,ION,-BASIS OF.DESIGN 1. Averaae 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: TABLE NO.7—.1 ORIGINIAL AVERAGE DAILY DESIGN"F LOW I1SACk:' . ,,QUANTITY' UiVI'I'DESIGN l[.0��' AVERAGE:F[OW ' - 1-Bedroom Units 124 Units 100 Gals,/My/Unit 112,400 Gals./Da 2-Bedroom Units 26 Units 225 Gals'./Dii /unit 5 800 GalsJDa ,.Nui-siilg Home Beds 84 Beds 150 Gals./Da /13cd_ 12 b00 GalsJDa Motel Units 9 Units 100 Gals./Day/Unit, 900 Gals./Da chyel ? 1.5 Gals./Capita Not Included Total Design Flow' ,. 31,700 GalSyDa' 2. Peak Daily Design Flow Criteria: A. Population Equivalent: Design Criteria: 75 gals./day/person Population-31,700 gals./day/75 gals./day/person Population=422.7 people Say 423 people B. Peak Hour Flow Rate Factor(f peak): f peak='(18+ q'P) i (4+,y P) .fpeak=(18+�.423) / (4 i- 4.423) = 18 -+-0.65 4 +0.65 fpeak=1;8.65 = 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 c7 average daily flow. P.W.Crosser Consulting,me• P.M. Grosser Consulting Engineer&Hydrogeo+ogist, PC 9 630 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 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 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.1Cu.Ft./'La)(6'-0") Sa.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 ofiice'of the SCDHS): Existing Low Water Level (-) 2.87 Existing I jigh Water Level — + 0.79 Existing-Effective Depth -- 3.66 feet=3'- 8" E. Existing Wet Well Depth Characterizes: Existing Wet Well Characteristic: (Based On,plans of 112M Consulting Engineers on file at the office of the SCDHS): A. Cop Slab Elev. _ +10.3 B Invert Elevation of Influent Sewer Elev. _ + 2.09 C. - High High Water Alarm Elev. = None.specified D. High Water Alarm Elev. _ + 0.79 E. Both-Pump ou.E1ev. = 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 Level Alarm = None provided J. Bottom of Wet Well — (-)3.37 Bottom Elevation of Base Slab Elev. _ (-)4.05 Total Height of Wet 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 63.1.589.8705 -www.pwgrosser•com New York,NY-Seattle, WA- Greensboro, NC 4. Buoyancy Calculations: The design report for the pump station prepared by H2M 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 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 Vear 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 Top Slab Elevation: Use elevation 12.0 for required minimum top slab elevation of station. C. Existing Uplift Forces(full submergence): Uplift Force=jr( 7'-2")z 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= :rr . .7'-2" ` x 0.67' x 15.0 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'-U" x 13.0 Ft.x 150 Lbs./Cf.=23,361 Wet Well Wa.110'-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 following revised calculations would apply: E. Anticipated Uplift Forces(full submergence elevated top slab): Uplift Force=71 7'-2" z x ( 16.05')x 62.4 Lbs./Cf. 4 Uplift Force=40,304 Lbs. �. Proposed Down Forces(",eight 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- FX 631,589,8705- www.pwgrossL-r.com New York, NY- Seattle, WA- Greensboro, NC Down Forces=weight of(top slab +bottom slab+walls) Down.Forces= n 7'-2" ' x 2.00 x 150 Lbs. = 12,054'New Top Slab 2'-0" 4 +(n) 7'-21'x 0.67' x 150 Lbs./Cf. = :4,045 Bott6m"Slab 0%8" 4 7'-2 -—i 6'-0,, z x 14.16' 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 Pumas: A. Force.'Main:Existing 4"0"Ductile Iron Force Main 1.) Static Head: High Point:}✓levation: = 46.77' Pump Shut Off Elevation = (-)2.87' Static Head = 46.77—(-)2.87=49.64 Ft. 2.) Dyn*m1c Head: Interior Diameter Pipe :"D" = 4,0"inside diameter Cceff.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(1 @ 10') — .10 Ft. Total Equivalent Length = 1,472 Ft. Say I,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•Seattle, WA •Greensboro,NC Hl,Head Loss Using Hazen-Williams Formula: HI,Head Loss= (10.44 x L x(V p,,)I ss 1.55 d,865> C x (d;w-,��) HL Head Loss= (10.44 x 1500 x(Vg,,,,)1.85 1 ns )a s655 120 x (4,,u,�, Pump Capacity Analysis �, x: �_ * r 140 71, 120 loo. l `! (-+-Systom.Curv® 80 -.1 a ump Curve .. -IM77 'ai ;itl' Al., 20 `A 717 0 8Q 100 150 200 250 300 350 a Flow(GPM) 5.) Pump Operating Point: Pump Design Point=90+Gals./Minute a 61 TDH(26.41 Lbs./Sq.In.) 6.) Surge Pressure Calculation: Velocity of Pressure Wave(Ft./Sec.) a=L/ (1-)-[(k/E)x(d/t)x Cl]) a=L/ (1+[(313,000/33,000,000)x(4434 x I]) P.W.Grosser Consulting, Inc- P,W.Grosser Consulting Engineer&Hydrogeologist, PC 13 630)ohnson 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= 15001 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 0.34 In. 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 main 1,500 Ft: a=velocity of pressure wave 1,350 Ft./Sec. Maximum Surge Pressme(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 1,35U Ft./Sec. V=velocity of liquid in pipe 2.36�Ftdscc. g=gravity acceleration 32.2 Ft./See./Sec. Total Pressure Exerted on Force Main(psi) Maximum Surge.Pressure =hh1AX =19.89 Feet equivalent to 6.02 Lbs./Sq.ln. Pressure-Head at Purnping Station=TDH =61.56 Feet equivalent to 26.65 Lbs./Sq.ln. Total Max,hrlum Pressure - 32.67 Lbs./Sq.In. Class 150 pipe ductile iron pipe is rated for 2,500 Lbs./Sq.In.burst pressure less than 32,67 OK. 7..) Original And Renlaceinent.Pumps: The original.construction included the installation of two (2) submersible 3" solids handling -.';,-pumps with rate&minimum capacity.of,105 Gals./.Min. each at total discharge head of about 65 Ft.Pumps .were:Peabody Barnes,b odel No.4SEH752., 1750 RPM with 7.75" impellers, single phase,230 volt. t, In 2009 these pumps were replaced with two (2) new ABS Model No. EJ30D-4, 3 phase, 230 volts;;7.5 horsepower ABS 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 lA 630 Johnson Avenue,suite 7• Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705• www,pwgroiser.com New York, NY• Seattle, WA•Greensboro,NC ,SECTION-2'"DESCRIPTION.O, SITE. The(GG)pump station was formally referred to as the San Simeon Scwage 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'C10-89-015) on December 1, 1985 for only eight (8) units. Permission to discharge-scivage to the Village of Greenport Sewage,Treatment Plant was granted to the owners(St.Peters,: Church),by the New York State Department of Conservation and the Village of Gremport. AS of:July 1, 1990 the Village gave permission to the then owner of the property, San Simeon Properties Assooiatcs, permission to discharge 3,600 gals:/day of sewage into the Village collection systein(the design flow of.tht proposed Phas.e I development). The current owners of the property and pump station,`)he Greenport.,Group, LLC, indicate.that.the original project approval has be rescinded, as the Town of Southold has up4 ned the. area for two (2) acre residential development. Under the two (2) acre zoning requirerni of the development potential of the parcel. would be considerably reduced to about a total of twenty(20)residcnti l units;which in tut would significantly reduce the amount of sewage required to be,conveyed to the Village ofGiee port collection system. The site is generally flat with grades vary from p high elevation of about 28 AMSL in the northeni and westcm 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 the east and south of the property. I P.W.Grosser Consulting, Inc• P.W. Grosser Consulting Engineer'&Hydrogeologist,PC 2 630 Johnson Avenue, Suite 7•Bohemia,NY 11716 PH 634-589.6353 • FX 631.589.8705•.www.pwgrosser.com New York, NY•Seattle, WA•Greensboro,NC BUILDING DEPARTMENT- Electrical Inspector `mod 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 ansoutholdtownny gov - seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII In rmation Required) Date: Company Name: t� -gig < 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❑Underground❑Overhead # Underground Laterals 1 2 H Frame11 Pole Work done on Service? Ly N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: UA� Switches Outlets G F I'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 Comments (/Va rG r �f SURVEY OF PROPERTY SITUATE: WEST OF THE VILLAGE OF GREENPORT SOUTHOLD J SUFFOLK COUNTY,NEW YORK 5UFFOLK GOUNTY TAX 4 W E 1000-45- 2-10.5 ?; WRVEYED,SEPT.4,2019 k S C®ITRIUID To: ;. EASI'RAMPIONNORTRMA@1LLC COLUMEIA BANK,id ro=Km a&. CMCAOO TrrLED(SURANDE COMPANY APPHlATELAND SERVICES LTD 1 l � I I� '�1.qy:•. , I 4 t. I i va J � " NOi95 �'cl/ ■ MONUMENT FOUND \` I WETLAND FLAG 5ET 6Y R05ERT 6.TORGERSEN,LA,CPE50 DETAIL I"= 50' AT ,1-4,63545.F. Mea 30.9631 Acres JOHN C° EHLERS LAND SURVEYOR 5RAPHIG 56ALF. 1"-.00 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 •,a RIVERHBAD,N.Y.11901 0 100 200 aoo 369-8298 Pax 369-9287 't: I RR i j i ROM Iwo 0 11, ka+t SITE LOCATION -A ;tee It �• t� 5 UN�-� 4 Rot 014 Rant^ i Mt ml f ,t a SITE OVERVIEW MAP N.T.S. NOT SURVEY REFERENCE ONLY 7 r 1 SCTM 1000-045.00-02.00-010.0O5 i Ernesto Rosini, P.E. Engineering Consulting P.C. SLT Team LLC 2042 N, County Rd Suite 105 920 Chapel Lane Greenport NY Wading River NY 11792 631.680.2485 ernestorosini@gmaii.com Residential. FLOOR PLAN SITE OVERVIEW i c�scmQnau g DAMDRAWN BY DATE DWG. NQ. SHEET NO. FZ E V 2 S J 0 N S ER 7 7Q 2Q25 1 of 5 i 0C APPROVED AS NOTED CD 51 Q DATEL B. # a� :I" P. FEP�4-Ob BY: NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE 1T___ `� FOLLOWING INSPECTIONS: I —N ir' F FOUNDATION-TWO REQUIRED ON �� FOR POURED CONCRETE "' ROUGH-FRAMING&PLUMBING o TJ INSULATION o w o Q o Q w FINAL-CONSTRUCTION MUST ' o I m a` BE COMPLETE FOR C.O. ® ® , 1 0 ALL CONSTRUCTION SHALL MEET E .c� REQEMENTS OF THE CODES OF NE TATE. NOT RESPONSIBLE F R `;' DESI OR CONSTRUCTION ERRO S o � o I I � JJP/qSDM wash/dr Additional W Certification G co CD o 0 I` s I C fTl fTl C I � I , m N �: May Be Required. o Nm < I m �— 0 I o z oco CJa ( o tQ � I o W 41 �o W � � o o rn IMPLY WITH ALL CODES r W YORK STATE &TOWN CODES w r - $ AS REQUI ED AND CONDITIONS F to 0 M _ _• I .. N SOUTHOLD TOWN ZBA co o o W W W SOUTHOLD TOWN PLANNI G B G cn O O CD , �e SOUTHOLD TOWN TRUSTE S oa m c ref. n, Id/w d/w �] N.Y.S.DEC i ref. SOUTHOLDHPC j n ® SCHD o ELECTRICAL m o 0 00 o INSPECTION REQUIRED esj o O cn p CD cnCL i. co ! ��. ao i m o 0 CD CZ r _ i V� ti rr (7) TI) co CD a's o I K �x? of r ���'` �, s � �,_� `�_... _ ,y �.. � � � j � f I i � ��i. ` "�` E I -- - � � ,,. �.��, ,� - - �- �°�... \�a'�_ ,\_._ :,`y� ,1 \\ � . .i, ° 'i ,` \� V :. S 1. l i logAd rr \k _ ®I �y 1. .l -16 i �• t M. .t f y