HomeMy WebLinkAbout52752-Z pf Sato/ o Town of Southold
* P.O. Box 1179
04 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47048 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. 52752 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 #6) 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: 52752 3/24/2026
PLUMBERS CERTIFICATION:
uth d ignature
4f soup,,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#: 52752 Date: 03/12/2026
Permission is hereby granted to:
Greenport Group LLC
PO BOX 1000
Woodbury, NY 11797
To:
Unit 6-.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
Building Inspector
pF SO(/lyOlo
Town Hall Annex Telephone(631)765-1802
54375 Main Road cn
P.O. Box 1179
Southold,New York 11971-0959 COUNT A)
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Greenport Group LLC.
Address: 920 Chapel Lane Unit #6 city: Greenport St: NY zip: 11944
Building Permit#: 52752 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
OF SOUIyOIo
* TOWN OF SOUTHOLD BUILDING DEPT.
loum,��' 631-765-1802
- INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL UP1�-:��p
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: M V "e" ✓t,
DATE INSPECTOR
r Jul
1/rx Fcr' ►`�1.—� i
VBUILL DEPT:
TOWN OF SOUTHOLD
r� k 631-765-1802 1 /®.
trvo. .
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 (FI AL)
[ CODE VIOLATION [ ] PRE C/O [ RENTAL
REMARKS: 0
oyl-
Cv
"b
A A I 1l�A 1 !' cz
1
DATE
INSPECTOR
� ---
- kit U.
GREENPORT GROUP LLC.
PO Box 1000 • W000bury, NY 11797
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 Lane, Greenporf, NY
To Whom It May Concern:
I, Matthew Solof, Member of Greenp!r;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, prior filings, and available
documentation. It is my understandirig that these structures were built in accordance with the
New York State and Town of Southold building code requirements in effect at the time of
construction.
This letter is being provided at the.reggpst pf John larski for the purpose of confirming the
approximate year of construction and applicable code standards.
Sincerely,
Matthew Solof
Member
�See
L
,F
NEW YORK ALL-PURPOSE ACKNOWLEDGMENT
REAL PROPERTY LAW§309-a
State of New York
County of N655au ss.
3r� 0XI,i I zczca
On the day of in the year before me,
Day Month Year
the undersigned personally appeared t:L�l IeG1l c545 to 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
se)P0o-j&- ee4,h.
CECILIA LIBERTELLA Notary Public-State of New York Name of County in Which Originally Qualified
No.oiLW31o49 ///j51202 G
Qualified in Sufloix Co-inty
htY Commission Ex::res 11i15R028 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: � l , ZOZ(� Number of Pages: /
Signer(s)Other Than Named Above:
02020 National Notary Association
M1304-15(11/20)
FIELD INSPECTION REPORT I DATE COMMENTS ON
Ono
`�
FOUNDATION (IST)
--------------------------------------
FOUNDATION (2ND)
z
4> 1
ROUGH FRAMING&
PLUMBING
r
�n
INSULATION PER N.Y.
STATE ENERGY CODE
Q
FINAL
V +
ADDITIONAL COMMENTS
a o
`�- z
1
y
o� O
z
O
e
r
b
H
V`o�SUFFocx o? TOWN OF SOUTHOLD—BUILDING DEPARTMENT
} yet Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
ar
k4dy o� Telephone (631) 765-1802 Fax (631) 765-9502 littLis:i/«?N,.,�v.southol.dtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
r.� r• �1}r -
For Office Use Only
PERMIT N0. 5d%rJ5D, Building Inspector: �"" s
JA N 2' 3' OV
Applications and forms rriust be filled out in thelr entirety Inc6mplete
applications will not be accepted~ Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)'shall be completed
Date: / 2��5
OWNERS)rOFz PROPERTY w Z
Name: M3
- SCTM #1000- ._
Project Address: N�_L
Phone#: _ l� Email: d 1
Mailing Address: Lv
t
CQNTACT PERSQN 4
Name:
Mailing Address: O �
Phone#: L' � QA
Email:
DESIGN PROFES510NAL INFO
Name: RMATION... j
Mailing Address:'_>0 �i /C� d1la 7
I
Phone#: �j `� Email: TOf
� ��-�80
CCJNTRAGTOR tWFORMAYION` '`
l
Name: --
Mailing Address:
Phone#: Ema': I
DESCRIPTION OF PROPOSE®CONSTRUCTION r
❑New Structure [--]Addition ❑Alt rationepair ❑Demolition Estimated Cost of Project:
❑Other 6A4j= Q $ ,
Will the lot be re-graded? ❑Yes1'R_ to Will excess fill be removed from premises? ❑Yes Ave
1
:."PROPERTY FORMATION'.,r
Existing use of property: Intended use of property:
.4, Qne or use distr' t' v�hic4hh Mmises is situated: Are there any covenants and restrictions with respect to
,}� this property? ❑Yeso IF YES, PROVIDE A COPY.
0"Check"Box After.Reading:"The oiwJner/contractor/design professional is responsible for all'dramage andstorm water issues as provided by
Chapter236'of the Town Code.APPLICATION;KHEREBMADE to the Building Department,for the issuance of a Building Permit pursuant to the Building Zone
.'Ordinance a p
of the Town'of Southold;-Suffolk;tounty,Nei.York and other applicable Laws;Ordinances.orRegulations;for the construction of buildings,
additions;alterations or for removal'orm deolition as herein described:The plicant'agrees to comply with`all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premisevand in'building(s)'foa,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 : 'i1 � 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
(Contracto Agent, rporate Officer, etc.)
of said owner or owners, and is duly au to pe orm or have pe formed-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 He therewith.
Sworn efore me this
day of 20 3
otali pik*00blio-State f NSA Yor
No.01 MA6364 0
Qualified in Suffolk unty
PROPERTY OWNE AUTHORIZATION My Commission Exp. 02 1/ CJ25
(Where the applican -is not the owner) /
I, residing at
i
do hereby authorize 7 /. 2t'o apply on
my behalf Tow Southold Building Department for approval as described ereiA4
.
T
re D to
&:",
'P/int Owner's ame
2
BUILDING DEPARTMENT- Electrical Inspector
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 ' lamesh �southoldtownny.gov -- seand cD_southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATIO (AII Inf rmatio Required) Date:
an
P Y
Com Name: A,Al
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑1 request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name:
Address:
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
_Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO [ Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph[]3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect[-]Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Dy N
Additional Information:
PAYMENT DUE WITH APPLICATION
PERMIT# Address: U
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 Generator TrnsfmrSalt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
Inst Hot DeHum Transfer HOT TUB/SPA
Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments . S r
Q v
V r1 L c
t! i u Sol-
MAR 1 1 202" - r
SITE PLAN USE DETERMINATION MAR 0 5 2025
SOUTHOLD TOWN
Initial Determination PLANNING BOARD
Date Sent: _2p 2-
Date: 025 /-Oq /(?d,5 rw
Project Name: ro
Project Address: I �� re
_ _ Jr Zoning
Suffolk County Tax Map No.: �1000- District:
'
Request: Le cd Z2. Intthor
sin 1� r o
kcdmorn III)
(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: �e�J
Initial Determination as to whether site plan is required:
PS
Signature o uilding Inspector
---------------
Planning Department (P.D.) Referral:
P.D. Date Received: J� 25 Datenof Coomment:
1 e Gly�n�Y1G gDrz!—d' CL�'l Cz YD 1t
Comments: elowc
�2 W cc-P-6:e 1 -
S
4 ►� �
vec� r-es,�t'nh� u c
J,
Signature of Planning ept. Staff Revie r
Final Determination
Date:
Decision: ,I
Signature of Building Inspector
A S
Match 6t'2026
Suffolk County Department of Health Services
360 Yaphank Avenue
GREEQIpw"by il'" P
�RD � Yap hank,NY 11980
Teh (631.)471-0244
Fax. (631)47:74" RE: GREENPORT GROUP LLC
villayeofpreenpomom .920 CHAPEL LANE,GREENPORT NY 11944
TAX MAP ID#
MAYOR-4000-.045.00-02.00-010.005
KEVIN STUMI
EXT RIS
To whom it may concern:
Mwrm The possibility of sanitary sewers, appurtenances, and sewage disposal facilities
PA oepm N� for,the above-referenced parcel have been inspected by the Greenport S'ewerDistdct
(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 pHtu.;I►s 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.
If I can be of any further assistance,please contact.me.at(631)477-0248
JULIA,.ROBINS
Regards,
CANDACE HALL
EXT-214
Adam Hubbard
Village of Greenport
Waste Water Treatment Plant
�t
Ernesto Rosini,P.E. Engineering Consulting Services P.C. ERNESTO ROSINI, P.E.
9 Leonard Street ENGINEERING SERVICE P.C.
bVading Rivu, NY 11792 Uh
Tel 631-680-248S
ernestrosini @amai l.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), 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 }-
Ernesto Rosini, P.E. Licensed Professional Engineer—NY License No. 094477 Y 4 .
�U NO 0 4
-
�i
SAN SIMEON PUMP STATION '
:TOWN OF SOUI,HOLD, NEW YORK
ENGINEERING REPORT I
FOR
REFURBISHMENT OF
SAN S.IMEON
PUMP STATION
PREPARED FOR
GREENPORT GROUP LLC
Of- K��v
Michael P. Chiarelli Engineer, P.C. fi
1954 NEW YORK AVE i
HUNTINGTON 9VATION,NEW YORK 11746•2906
TEL (631)673-AM FAX (631)6733842
REVISED NOVEMBER 2012 slcc
REVISED MARCH 2O12
REVISED FEBRUARY 2012
REVISED JANUARY 2012
REVISED NOVEMBER 2011
AUGUST 2011
i
i
SECTION III
PUMP STATION CAPACITY
SANITARY SEWAGE FLO
f
The average daily design .flow 'or 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 �or the proposed refurbishment of the Pump Station is derived as
follows:
A. Sewage Flow—43' Pine Minimum
The existing fore main is 4" diameter, approximately 1,400 feet long and
i
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 = 2 �t x.08725 f t2 = .1745 ff` = 78..17 gpm
sic sec
B. Sewage Flow—SCDHS Standards
The original desila was for a 150 cottage type retirement community. However,
the pump station nly serves the existing 8 cottage type houses and a church. The
standard design f ow criteria of the SCDHS is based upon the type,-number and
size of units and�enerates an average daily design flow as follows:
i
No. of Units Flow nit Total Flow
8 cottages x 300 gpd (>1,200 sq.ft.) — 2,400 gpd
450 seat churc� x 4 gpd/seat w 1,800 gpd
TOTAL — —
p FLOWN B�SED UPON 4.3 PEAKYACTOR - 19,060 gpd
j 5
Michul P.ChiardAi Fuglum,P.0 ;y
• -. ......Cmtinn
I
i
I
Peaking factor is established by criteria established in Ten States Standards.
i
,
18 + V p — 18.236
F. — = 4.3
4 + 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}s as follows:
E
1
1. 4"existing force main (to maintain velocity of 2 fps) 112,565 gpd
2. SCDHS desigla criteria: 18,060 gpd
I
D. Basis of Refurbishment Desien 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
E. Peak Flow I�
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 maintain a 2 fps minimum carrying velocity through_the existing
4"force main. Tk erefore, the peak flow used will be 78.17 gpm.
The basis of desip for the proposed refurbishment of the pump station is 78.17
gpm and all cal ations in this report address the requirements for the pump
station to deliver 8.17 gpm.
�I
I
I
Michael P.Chiarelli Engineer,P.C. 6
San Simeon Pump Station
Job#319-601-10
Greenport Group Aerial view showing existing sanitary pumping station and force main locations
SECTION 7-=PUMP:S'I'ATION.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'rctirement home community is presented in Table No.7-1 below:
TABLE NO.7—I ORIGINIAL AVERAGE DAILY DESIGN"FCOWY
USAGE._ :..QUANTITY UNl7'DESICWFLON3' AVERAGETLOW
_ (Gals)Dayfl►nit Ga1sJDav
1 Bedroom Units 124 Units 100 Gals./W /Unit 12,400 Gals./Da
2-Bedroom Unit-, 26 Units 225 Gals./Da !Unit 5 800 Ga1sIDa
Nuisin Home Beds 84 Beds 150 Gals./Day/Bard. 12,600 Gals./Da
Motel Units 9 Units 100 Gals./Day/Unit 900 Gals./Da
Gha el ? 1.5 Gals./Capita Not included
Tota[Desinn Flow' ... 31,700 Gal s1Da " -
2. Peak Daily Design Flory 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
8. 'Peak-Hour Flow„Rate Factor(f peak):
f,pe6k�(.18+ 4'P) i (4+.y P)
f peak=(18+4.423) / (4 +4.423) = 18 +0.65
4+0.65
fpeak w l 8.65 = 4.0107 Say 4.02
4.65
C, Peak Flow Rate(Q peak):
Q:peak.= f peak 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 a 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.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 t-vallous,
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 r 660 Gals./7.49'Ga1s./Cu..Ft./"(a (6'-0")2SCI-Ft.
4.
Minimum Effective.Depth=3.12 feet Say 31-2"
Existing Wet Well Depth:
(Based on plans of 142M Consulting Engineers on file at the office'of the SCDHS):
Existing Low Water Level — (-) 2.87.
Existing High Water Level — + 0,79
Existing=E'ffec4ye Depth 3.66 feet 3'- 8"
E. Existing Wet Well Depth Characterizes:
Exi"sting Wet Weld Characteristic:
(Based on.plans of1I2M Consulting Engineers on file at the office of the SCDHS):
; '.A K.,.
. A..• Top Slab Elev. _ +10.3
B , ry Invert Elevation of Influent Sewer Elev. — + 2.09
C. Hibh High Water Alarm Elev. — None,specified
D. High Water Alarm Elev. _ + 0.79
E. 8o7th,Pump on Elev. — 0.00
F. LpAiO Pump On Elev. — (-)1.00
G. B'otkRumps Off Elev. _ (-)2.87
H. Low Water Level Alarm Elev. = None provided
1. Low Low Water Level A.1ann = None provided
Bottom of 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 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 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 Year Elevation:
11.0+ 1.0 foot or elevation 12.0(See Section 6.0 for data on 100 year 11o6d elevations
and daturn's in area immediately around the station. 1
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")z x( 14.35' ) x 62.4 Lbs./Cf.
4
Uplift Force=36,035 Lbs.
D. Existing Down Forces(weight of empty structur6): .
Down Forces=weight of(top slab+bottom slab+walls)
Down Forces=C7r . 7'-2" ` x 0.67' x 150 Lbs./Cf.
=4,038 Top Slab 0'-8"
4
(rc)t 7.'-2"Z x 0.67' x 150 Lbs/Cf. =4,045 Bottom Slab,0'-8"
4
A '-2 '-7 —n 6'-0" x 13.0 Ft, x 150 Lbs./Cf.=23,361 Wet Well Wall 0'-7"
4 4
r.
Down Forces =3.1,444 Lbs.
Net Up Lill Force=3 6,03 5 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=n 7'-2" 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 • 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= -n 7'- 2" ' x 2.00 x 150 Lbs. = 12,054 Nev+f'Top Slab 2'-0"
4
+(n)( T-2"1'x 0,67' x 150 Lbs./Cf. = ,4,045 Bottom'Slab 0'-8—
4
r< 7'-2 '—a 6'- 0" 2 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 Pumps:
A. Force-Main.Existing 4"O"Ductile Iron Force Main
1.) Statie Head:
High Point:Elevation: = 46?7'
Pump Shirt Off Elevation = (-)2.87'
Static Head = 46.77—(-)2.87=49.64 Ft.
2.) DynAmmic Head:
Interior Diameter Pipe :"D" = 4,0"inside diameter
Coeff.of Friction'`C": — 120(30 years old)
Pipe Length: = 1 A00 Ft.
Egtuvalent 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 1;500 Ft.
P.W.Grosser Consulting,Inc- P.W_Grosser Consulting Engineer&Hyarogeologist, 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
H1,Head Loss Using Hazen-Williams Formula:
HI,Head Loss_ (10.44 x L x(V,,m)l ss
1.ss x (din 4.9655
' C; cltcw)
HL Head Loss= (10.44 x 1500 x(Vv,,,)'ss
1201.85 x (4,0,,,)a.ltsss
Pump Capacity Analysis
77.
120
L^ '� f •�� ��� _ � �.'b•, � �� I—
ty
u j .w{ 4 f S' -�x
" -+—System Curve
7
T -s-Pump Curve
42
20 r k { r'. -'•lam'
0 '5t?:_=f 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/ (11-[(kiE)x(d/t)x Cl])
a=L/ (1+[(313,000/33,000,(00)x(4434 x 1.1)
P.W.Grosser Consulting, Inc• P.W.Grosser Consulting Engineer N 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/ 1.1115858
a= 1,350 rt./Sec.
where k=modulus of water compressibility 313,000 psi at 600 F
d=pipe inside diameter 4.00 In.
E=modulus of elasticity of ductile iron pipe 33,000;000 Lbs./Sq.1n.
t=minimum pipe wall thickness 0.34 In.
C, = pipe constraint constant 1.0
Critical Time of Travel of Pressure Wave(seconds),
TeR=2L/a =2 x 1,500/.1,350=2.222 seconds'
where L=length of force main 1,500 Ft:
a=velocity of pressure wave. 1,350 Ft./Scv.
Maximum Surge Pressure(Lbs./sq.In.)
hMAX=aV/g = 1,350 x 2.36/32.2=19.89 Feet-(6.20 lbsAq.ln.)
where a=velocity of pressure wave 1,350 Ft./Sec.
V='velocity of liquid in pipe 2.36 U..Scc.
g=gravity acceleration 32,2 Ft./Sec./Sec,,
Total Pressure Exerted on Force Main(psi)
Maximum Surge Pressure . =hMAX =19,$9 Feet equivalent.to 6.02 Lbs./Sq.In.
Presstim cad at Pumping Station=TDH =61.36 Feet equivalent to 26.65 Lbs./So.1n.
Total Maximum Pressure — 32.67 LbsJSq.IA.
Class 150 pipe ductile,iron pipe is rated for 2,500 Lbs.iSq.1n.burst pressure less than
32.67 OK.
7.) Ori ie np)And Replacement Pumps:
The original-;construction, included the installation of two (2) submersible 3" solids handling
_pumps with rated niin murn capacity,of 1.05 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,
I 2009 these pumn ps were replaced with two (2) new ABS Model No. E.I30D-4, 3 phase, 230
voltC,T"; .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&H,ydrogeologist, PC 14
630 Johnson Avenue,suite 7•Bohernia, NY 11716
PH 631.589.6353• FX 631.589.8705• www,pwgrosser.com
New York,NY• Seattle, WA,• Greensboro,NC
SECTION Z-IDi SCRiPTION Q.F SITE:-_
The(GG)pump station was fonnally referred to as the San Simeon Sewage Pump Station was
approved by thd.Town of Southold in 1984. The gravity sewage collection sy stein parid pump station
was approved.by the Suffolk County Department of Health Services (ReferMce'No'Cla-89-015) on
December. 1, 1985 for only eight (8) units. Permission to discharge selvage to the Village of
Greenport Se,wage,Treatment Plant was granted to the owners(St.Peters I'Li theran Church),by the
New York State Department of Conservation and the Village of Gm-enport. A&:of.July 1, 1990 the
Village gave permission to the then owner of the property, San Simeon Properties Associates; permission to
discharge 3,600 gals:/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 -their-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 tbq%,*vclop.ment potential of the parcel,
would'I a cobsiderably reduced to about a total of twenty(20)residentWa units,which in turn would significantly
reduce the amount of sewage required to be,conveyed to the Vilage ofGr*port collection system.
11e.site is generally flat with grades vary from;a.high elevation of abouti28.A.'1r1SL in the northern and
western.portions of the property to about 10 AMSL albug south east portion Surface drainages is.generally
south and;southeast,towards un-drained areas of the properties,located to the east and oath of the property.
P:W.Grosser Consulting, Inc• P.W.Grosser Consulting Engineer£ Hydrogeologist,PC 2
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
'i
SURVEY OF PROPERTY
SITUATE: WEST OF THE VILLAGE OF GREENPORT
SOUTHOLD 1�
SUFFOLK COUNTY,NEW YORK
SUFFOLK COUNTY TAX
1000-45- 2-10.5
1
SURVEYED 5EPT.4,2014 1
CERTLElEDTO:col
CIRGQO TI'[iB INS i.RMNCECOI W5'
APPELLATE LAND SERVICES LTD
tma na.a=
i�
C SSSnnn 1
1 1�1• I1Y
E't mar
I qp•
I ! 4
I �Qpp�C E�1
tl N.N��t� ✓54 i
/ \ M
11�
Is
f�.
i.
S
b ` 1
t
i;
'((� I\mil �{ ■ MONUMENT FOUND
I WETLAND FLAG SET BY ROBERT 6.TOR6ER5EN,LA,GPESG
DETAIL I'= 50' Area 96
,33r.gg,,431 5"F;.
JOHN C. EHLERS LAND SURVEYOR
"=:00 SRAPNIG SCALE EAST MAIN STREET N.Y.S.LIC.NO.50202 '
I '
RIVERHEAD,N.Y.11901
0 100 200 300 369-8298 Pox 369-8287
i
i
i
i
_ I
I ,
A� I
! '2 !
RIO
� F4 0 I
W Ram
� nnuM l� �� � se.J"pma.✓xAs1La.!^T.
t1(t® 0 4+
o r R-o L s
0t 9 FNd °
*0, g UN�� 1 �_ SITE L❑CATI❑N
b i
`1 fMt 41
6
N �i6 m
uf� i
i00, 05
TO
i qw. P pL I I
Aw uo
o
SITE O'VEP.VIE rY MAP
N.T.S.
_l I
NOT SURVEY REFERENCE ONLY ,
SCTM # 1000-045.00-02.00-010.005 ! j
Ernesto Rosi:n.i, P.E. Engineering Consuiting P.C. JLT Team LLC
2042 N. County Rd Suite 105 920 Chapel Lane Greenport NY :.
Y+ading Rivar NY 1792 Residential FLOOR. PLAN !
(531.580.2485 ernestorosiniCag:^aail.cem j
SITE OVERVIEW
D_tYV s3'i- D?.TE — -- "G. r0 —5HEET No.
_ R 19
'v I S T O V S ca 1 202$ 1 of 5
1
W C7 z LL O G
aF c m Lu 0m Id w 0:
CC
Zp mPa bc-ir � � -jI0 -�
w2 .. p C a 00
� � s Gz
co oz oDa C � Cr_ _ _ M 0 wocd ow �
Q'L}�QL- caw d1 CD
� CL 0 ¢ 0_ 0z
jv
u
za p z zr C, z0
< zLuccoO
0C _ I Lu
o - 0- ccw ?M z 0 ¢ 0m O o.
3 -4'
� e0 00 0 z �
E8l"e c.�
D LL Z CD�..Q C> Q CL 0
CM LO�� C� y `
w OU Z0 z N 18'
0 — 0- F
00 0 z Living Bed
wp o Room 13'-3• Room 13'-3•
I- 55) 8a .c2ac8S
p 5'-10' 5'-10'
Rear }a. °C w.,
O W .. ...
_1 e 3'-5"
CA
CAL
13'-6' 1 ;
O _
.. Front
UNIT 6
�_ ✓�
14`-6° Bed ,_9,Bath O a)
Room
o Kitchen
® 4'-11'
00
c%L c��p EP wh O O
stor. stor.
CA CA Q EP
0wh 00
—5:. -. ..._9 Cn
0 Kitchen
Bed '-5°
-z'
14'-6' Room '-9°
Bath s UNIT 5
13'-6° Front
CA � \,
' CA
I F
r
Rear
5'-10' T-10'
13'-3° Bed 13'-3'
Living Room
Room
FLOOR PLAN
Ernesto Rosini, P.E. Engineering Consulting P.C. TLT Team LLC
2042 N. County Rd Suite 105 920 Chapel Lane Greenport NY
Wading River NY 11792 Residential FLOOR PLAN
631.680.2485 ernestorosini@gmail.com
UNITS 5 & 6
_.._._....__..._................_... -- _ --
SYat6QL DMCRPM4 nPP D DAZE D1ZAkYN 1:3Y DATE A'i1r'G. N0. 3F1EET No.
SCTM 1000-045.00-02.00-010.005 R E V I S I O N S ER t 10 2025 1 1 4 of 5
.t
{
1 �
V
Of AO
�•q� 1 ,
All
k i..
I ''1
!
xtr t
'i
r > y
i;
� 1
t
t{
1
F }
f,
rt
R' a:
4
L tt
} Y�v
7 fat. ?r
Z
j41
r..
z/.
r5t= k k
F +4
tty:
y
xG �,
Ai.
1 V'
;00�
K
of
+Y
ps lG:�
T
a
i
y t
F
^/14
! �� � ,r
/�j ✓
• ' `tx' �
I, `
4 j" ,
� �, ..
f
e � E
j '+ � �Y� Y
t -t. � �:
. Y�f��` FM:n. `Y! .,
.. � d.1 'z'�'+1
� F•r.a,.
� X
� �', I I
�� .
9 ����
Ft��;� ��1 � ��
S` i`��I�II7� I �'
f F I I�I
` �.
! � �.
..fi- .. ":��,
`�
. i. .,
I
�.
f
t Yam#�b"i '�,:
� � V }�.�.
�y �yY � '�
e
1Y
i
�-
'���Ly
« ~ ;
: \
3
! 41 . -
7
�>
.
� ~ .