HomeMy WebLinkAbout38536-ZTown of Southold
P.O. Box 1179
53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
3/7/2015
No: 37461 Date: 3/6/2015
THIS CERTIFIES that the building RESIDENTIAL REPAIRS
Location of Property: 5925 Nassau Point Rd, Cutchogue,
SCTM #: 473889 Sec/Block/Lot: 111.-13-6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/25/2013 pursuant to which Building Permit No. 38536 dated 11/27/2013
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:
foundation repairs as applied for.
The certificate is issued to Emery Ellen F 1999 Rev Tr
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Authorized Signatur
TOWN OF SOUTHOLD
511'FFOt� mac,,.
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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 #: 38536
Permission is hereby granted to:
Emery Ellen F 1999 Rev Tr
121 Somerset Ave
Garden City. NY 11530
To: Foundation repairs as applied for.
At premises located at:
5925 Nassau Point Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot # 111.-13-6
Date: 11/27/2013
Pursuant to application dated 11/25/2013 and approved by the Building Inspector.
To expire on 5/29/2015.
Fees:
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $200.00
CO - ALTERATION TO DWELLING $50.00
r__i. 01)Gn nn
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy Residential $15.00, Commercial $15.00
Date. March 3, 2015
Repair
New Construction: Old or Pre-existing Building: Foundation/ (check one)
Location of Property: 5925 Nassau Point Road Cutchogue
House No. Street Hamlet
Owner or Owners of Property: Ellen Emery Rev. Tr.
Suffolk County Tax Map No 1000, Section 111.00 Block 13.00 Lot 006.000
Subdivision Filed Map. Lot:
Permit No. P.P: 38536 DateofPermit. 11/27/13 Applicant: Ellen Emery Rev. Tr.
Health Dept. Approval: N/A Underwriters Approval: N/A
Planning Board Approval: N / A
Request for: Temporary Certificate Final Certificate: X (check one)
Fee Submitted: $ J,
Applicant Signature
Richard F. Lark, Agent -Attorney
3�y3�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[ FOUN
INSPECTIONG
PLUMBING
[ ]FOUNDATION 2ND [
]INSULATION
[ ]FRAMING /STRAPPING [
]FINAL
[ ]FIREPLACE & CHIMNEY
[ ] FIRE SAFETY INSPECTION
I I FIRE RESISTANT CONSTRUCTION
[ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH)
[ ]ELECTRICAL (FINAL)
[ ]CODE VIOLATION
[ ]CAULKING
""ARKS: � �-
DATE �(O �' �� INSPECTORGy�G� f
2013-002A
June 20, 2014
CLIENT:
REFERENCE:
SUBJECT:
Dan Seligmann, PE
24 Cherry Lane, Huntington, NY 11743
631-423-2544
908-400-3580 Cell
Seacoast Construction
PO Box 893
Sayville, NY 11782
Ellen Emery Residence
5925 Nassau Point
Southold, NY
LAR 2015
6!!C GEPT
bT
Certification of completion of work — Foundation Repairs
This letter will certify that all of the foundation repairs shown on the approved drawings
submitted to the Town of Southold Building Department were completed as per the
drawings. Additional damage to the block walls was found on the southeast corner of the
foundation and repaired as per the repair procedure outlined on the drawings. Six helical
piles were installed as per the submitted drawings along the north and south wall footing.
7Seligrn:ann
y Submitted,
Professional Engineer NY
Q�p 081p
IS
077043 Q`
O
9rFOF NE`��
Dan Seligmann, PE
24 Cherry Lane, Huntington, NY 11743
631-423-2544
908-400-3580 Cell
2013-002
November 11, 2013
CLIENT: Seacoast Construction
PO Box 893
Sayville, NY 11782
REFERENCE: Ellen Emery Residence
5925 Nassau Point
Southold, NY
SUBJECT: Inspection of house foundation
INSPECTION DATE: October 30, 2013 and November 9, 2013
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PLUMBING�
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INSULATION
STATE ENERGY CODE
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TOWN OF SQUTHOLD
BUILDING DEPARTMENT
TOWN HALL
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net PERMIT NO.
Examined t 0
IZ,-7 , 20 t5
Approved
Disapproved a/c
Expiratio
20�
120
Board of Health
4 sets of Building Plans_
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application_
Flood Permit
Single & Separate
Storm -Water Assessment Form
Contact:
Mail to:
Phone:
�Inspe or
NOV 2M LICATION FOR BUILDING PERMIT
Date ///,7 , 20 %2
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
��XeCW-ZZ5 7-L"1D0-5'MUC'i/fit!
(Signature of applicant or name, if a corporation)
(Mailing address of applicant) !/ >gZ
State whether applicant is owner, lessee, agent, architect, gineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name dtidllef �Spc'aj�'o�'ficer)
Builders LicenseNa,,,„�;z, r� ,d►5!ttb;,;
Plumbers License Not'v Q. N.,"r';.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed
5925 it/�55���
House Number Street
will be
Hamlet
County Tax Map No. 1000 Section Block / 3 Lot
' Y.
Subdivision
Filed Map No.
2. State existing use and occupancy of premises and intended use
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of wor check which applicable): New Building_
Repair Removal Demolition
4. Estimated Cost 07V) Fee
If dwelling, number of dwelling units
If garage, number of cars
Lot
occupancy of proposed construction:
_Addition Alteration
Other Work
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7
Dimensions of existing structures, if any: Front
Height Number of Stories
Rear
Dimensions of same structure with alterations or additions: Front
Depth Height Number of Stories
Depth
8. Dimensions of entire new construction: Front Rear Depth
Height
Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. `Alill lot be re -graded? YES NO Will excess fill be removed from premises? YES_
14. Names of Owner of premi
Address
Phone No.
Rear
NO
Name of Architect Address Phone No
Name of Contracto Address Phone No.,631 1�
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS ICY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data
on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
COPNIE D. HUNCH
(S)He is the teary Pte'8UbNow York
No. 01BUdI
(Contractor, Agent, Corporate Officer, etc.) CK~ In &dk k 0"
COM"% M Eters APO 14, 2.101 �
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me thi
o< �' day of 20__L3
Notary Public �—
SCOTT A. RUSSELL
SUPERVISOR
TOWN HALL - 53095 MAIN ROAD
Tel. (631)-765-1560
MICHAEL.COLLINS n TOWN.SOUTHOLD.NY.US
JAMES A. RICHTER, R.A.
MICHAEL M. COLLINS, P.E.
TOWN OF SOUTHOLD, NEW YORK 11971
Fax. (631)-765-9015
JAMIE.RICHTERoa TOWN. SOUTHOLD.NY.US
OFFICE OF THE ENGINEER
TOWN OF SOUTHOLD
Mr. Michael Verity
Building Department
Town Hall, 53095 Main Road
Southold, New York 11971
Re: Stormwater Review for Ellen Emery
SCTM #: 111-13-6
Dear Mr. Verity:
May 16, 2014
-F
�I
PJ
�I M AY 1 ci 2014
RI_DG. DEPT.
TOV fd OF SOUTf!OLD
The enclosed stormwater review was requested by the Board of Trustees. This
project is an as -built situation regarding the work done to protect the face of bluff on Nassau
Point.
The Trustees were concerned that stormwater generated by the residence would
saturate the soils and de -stabilize the bluff face and wanted all stormwater to be contained
and/or directed away from the bluff face. The drainage as proposed by this site plan
appears to satisfy the issues or concerns raised by the Trustees.
As you will also see by the enclosed paperwork, this project originally would not
require a formal review for stormwater runoff. Please include this review with any files you
have pertaining to this site. I believe that no action is required by the Building Department at
this time. Please keep in mind that this new drainage, as proposed, requires a final
installation inspection by my office or a certification by a design professional.
If you have any questions concerning this report, please contact my office.
es A. Richter, R.A.
Scott A. Russell
SUPERVISOR
SOUTHOLD TOWN HALL - P. O. Box 1179
53095 Main Road - SOUTHOLD, NEW YORK 11071
55T01KMWA\\T1E1K
MA,NA(G IEMIENT
Town of Southold
CHAPTER
R 236 - STORMWATER MANAGEMENT W1
(TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF THE FOLIDD ToV,
(CHECK ALL THAT APPLY)
2014
A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
B. Excavation or filling involving more than 200 cubic yards of material
within any parcel Or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one -hundred -year floodplain as depicted
on FIRM Map of any watercourse.
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
,in-kind replacement of impervious surfaces.
N you answered No to all of the questions above, STOPS Complete the Applicant section below with your Name,
Signature, Contact information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
R you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department wits your Building .Permit Application.
APPLICANT; Wroperty-6;;;, Design Professional, Agent, Conti -actor. Other)
NAME: Ellen Emery
- a
Lark & Folts, Esqs.
Contact Wortnation: (631) q34-6807
fTA,0—N-1-
- — — — — — — — — — — — — — — — — —
Property Address / Location of Construction Work:
5925 Nassau Point Road
Cutchogue, NY 11935
FORM * SMCP - TOS MAY 2014
S.C.T.M, # 1000 te
Distmi
ill 13 6 5/10/14
Section Block lot --
FOR BUILDI EPARTMENT USE ONLY
Reviewed By:
:
—
-----
---- — —Date — — —
Approved for processing Bull ingg Permit.
Stormwater Management Control Plan Not Required,
Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
APPLICANT:
(Property Owner, Design Professional, Agent, Contractor, Other)
NAME: Ellen Emery
Phase Print
(631) 734—
6807
ignatum V TOeph eNumber.
S.C.T.M. # 11000
—b,,,—
111 13 6°
Section Block Lot
Q�j
CHAPTER 236
Stormwater Management Control Pian CHECK LIST
S M C P - Plan Requirements: Provide ONE copy of the Building Permit Application.
* The applicant must provide a Complete Explanation and/or Reason for not providing
all Information that has been Required by the following Checklist!
Date:
5-10-14
1. A Site Plan drawn to scale Not Less that 60' to the inch MUST
show all of the following items:
If You answered No or NA to any Item, Please Provide Justification Here!
NA If you need additional room for explanations, Please Provide additional Paper.
YES
NO
a. Location & Description of Property Boundaries
X
b. Total Site Acreage.
X
c. Existing - Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by § 236-1702).
d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water.
X Will provide during excavation for drainage structures. Certified after installation.
e. Limits of Clearing & Area of Proposed Land Disturbance.
X
f. Existing & Proposed Contours of the Site (Minimum 2' intervals)
X
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage improvements & utilities.
DRAINAGE INSPECTIONS ARE REQUIRED
Contact
h. Spot Grades & Finish Floor Elevations for all existing &
proposed structures.
I. Location of proposed Swimming Pool and discharge ring.
X
X th2t the dima*nageCode.
j. Location of proposed Soil Stockpile Area(s).
X
k. Location of proposed Construction Entrance/Staging Area(s).
X Existing Driveway EROSION & SEDIMENT CONTROLS
1. Location of proposed concrete washout area(s).
X rhall include but not be limited to:
M. Location of all proposed erosion & sediment control measures.
A. well maontained construction Entrance,
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture, store, and infiltrate
on-site the run-off from all impervious surfaces generated by a two V) inch
rainfall /.storm event.
Wire B-acke-d Silt staion &
-,eding of ex
3. Details & Sectional Drawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion & Sediment iControls.
b. Construction Entrance & Site Access.
c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.)
d. Leaching Structures (e.. infiltration basins, swales, etc.)
X
X Existing Driveway
X
X
—
** FOR ENGINEE G EPART- -- ONLY **** -- __ --- �-- _ =i- -- ------ --_----- _
I I Additional Information is Required.
Reviewed & Stormwater Management Control Plan is Not Complete.
I
I;i Approved By: — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date_ / I SMCP has been approved by the Engineering Department.!''
FORM * S Check List - TOS MAY 2014
Verity, Mike
From: Richter, Jamie
Sent: Friday, January 23, 2015 3:44 PM
To: Verity, Mike
Subject: Emery
Attachments: As Built Plan 1 15.pdf, Pictures 1 15.pdf
Michael
Enclosed please fine an as built plan and photographs of the drainage for the Emery Project.
This drainage installation has been approved by my office.
Erosion & sediment controls should remain in place until all vegetation has fully regrown.
Please let me know if you need any additional information related to this project.
Jamie
James A. Richter
Office of the Engineer
Town of Southold, New York
Stormwater Management Control Plan Website:
http://www.southoldtownny.gov/index.aspx?nid=l 95
Office: 631-765-1560
Cell: 631-926-9430
CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged
information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is
prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the
intended recipient, please contact the sender and destroy all copies of the communication.
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SUBJECT:
Performed field inspection of house foundation and recommend repair schemes for
cracking of foundation elements
BACKGROUND:
The property overlooks Little Peconic Bay facing northeast on a bluff approximately 55
feet above the water and 81 feet back. A bulkhead along the beach runs the length of the
property north to south. Due to a super storm Sandy and a subsequent Nor'Easter the
existing bulkhead wall had failed causing the slope to collapse taking down the existing
stairway to the beach and bulkhead. The retaining wall failed removing the toe stability
of the slope causing massive failure of the slope and erosion of the existing hillside.
The one story home is approximately 34 feet from the retaining wall and 43 feet from the
bluff. The home is wood construction with a cinderblock foundation. There is an entrance
on the east side of the house that exits onto a small stoop with one step down to grade.
The basement level is at grade on the northwest side of the home at the two car garage.
The north side of the house slopes down to the garage. The south west side of the house
slopes up toward the main level of the house. The property generally slopes down to the
street.
DISCUSSION:
You advised that during the reconstruction of the bulkheads and retaining walls tension
cracks in the soil were observed at the north east corner of the house and radiated out
from the corner. Cracks were also observed perpendicular to the east wall of the house
running approximately 30 feet east from the house approximately halfway along the
foundation form north to south. You advised these cracks were approximately 1-2 inches
wide.
At your request an inspection of the basement walls and foundation was made to
determine if any settling may have occurred due to the failure of the slope and massive
erosion of the bluff.
The review of the construction indicates the foundation may have been expanded from its
original size or it was constructed of different elements. The southeastern quadrant of the
foundation is raised approximately 2 feet above the garage floor. This area is
approximately 15 feet by 30 feet and is approximately half of the width of the structure.
The western side is raised approximately 14" above the garage floor. This area coincides
with a change in the width of the cinder blocks from 8" to 10" wide. This transition
occurs approximately 30 feet from the south end of the structure (See plan of foundation
SK -1).
There is a stoop outside the east side of the home that was observed to be separated from
the foundation wall approximately '/2". Photo 1.
2
The north side of the property slopes down from east to west to the garage level. There is
a roof drain at the corner of the garage that has a disconnected pipe into the ground
allowing the water to flow into the corner. Photo 8.
There are numerous cracks that were observed in the foundation walls. There was one
crack in the garage floor at the northwest corner of the structure.
The foundation walls show cracks at various locations shown on sketch SK -1. They are
summarized as follows:
East Wall:
• At NE corner the block is rotated outward and joints are cracked for 3 courses.
There is a gap between window and blocks. Photo 2 and 3.
• Approximately 19 feet south the joints are cracked for 5 courses. Photo 4.
• Approximately 32 feet south at the joint where the 10" and 8" block meet there is
a vertical crack along the 8" blocks. Photo 5.
• Approximately 5 feet north of the southeast corner there are hairline cracks for 3
to 5 courses from the top.
• Approximately 2 feet north of corner inset joint is cracked for 1 course.
South Wall:
• Approximately 9 feet west of the corner hairline cracks at the joints four courses
from the top.
West wall:
• Approximately 34 feet north the wall is cracked near the fuel tank near the
transition from the 8" cinder block to the 10" cinder block wall. Photo 6 and
Photo 7.
North Wall:
• Approximately 8 feet east of the corner the wall is cracked at the window for 6
courses.
COMMENTS:
It would appear the cracks along the east walls were caused by settlement or shifting of
the soil east of the home due to the collapse of the bluff. This would be confirmed by the
observance of the tension cracks on the east side of the house along the bluff. This is
consistent with a slope stability failure caused by the erosion of the bluff.
The joint where the two sizes of cinder blocks creates a weak point in the foundation
walls. See detail 1 on SK -1. This is shown by the cracks exhibited at those locations. The
extent of the footings is unknown. I recommend some test pits be dug to expose the
footings to see the size and depth. This should be done at several points along the
foundation specifically at the 10" block walls; 8" block walls at the transition between the
cinder block sizes and at the raised floor area.
3
The settlement at the northwest side of the foundation is likely caused by water pooling
and draining into the corner of the foundation at the garage door undermining the footing.
The bluff has been stabilized so no further erosion is expected. The extent of the soil
stability cannot be determined but if the foundation was undermined differential
settlement could cause potential additional settlement over time.
To prevent possible continued settlement and cracking of the foundation I would
recommend underpinning the foundation along the north and east wall. The west wall
north of the transition between the 8" and 10 block at the fuel tank should also be
underpinned.
Helical piles should be used since they can be installed with minimum impact to the
foundation. They can be installed inside the basement. I would recommend using a
minimum 10"-12" double flight helix at 5 foot spacing with a developed capacity of 10
tons per pile. The minimum depth should be 15 feet below the foundation. A foundation
bracket bolted to the footing should be used. The brackets should be preloaded to transfer
the load from the foundation to the pile. Care should be taken in the installation at the
location where the basement floor steps up.
The cinder block walls at the north east corner should be removed and reset. I
recommend replacing the basement window since it is not in good condition and has
separated from the cinder block. Care should be taken not to remove more than two
blocks at a time or provide temporary support from the wooden sill plate above.
The cracks along the foundation can be repaired in several ways. The simplest method
would be to seal the hairline cracks with an injectable epoxy sealer suitable for masonry
walls from both sides. Larger cracks can be repaired by removing the mortar and
replacing the mortar joints.
Since the bluff has been stabilized it is unlikely the stoop will settle further. One or two
low capacity helical piles can be installed if needed.
A new drainage scheme should be developed for the property. The water from the back
yard should be directed toward the street using a French drain and swale with piping to a
drywell in the driveway. All of the gutter downspouts should be connected to the
drainage system as well.
Submitted,
Ian Seligmann
Professional Engineer NY
0
Photo 2
Photo 3
6
Photo 4
Photo 5
Photo 6
Photo 7
Em
blip
5U RVEY OF LOT 41
MAP OF PROPOSED SUBDIVISION SECTION A, NA55AU POINT CLUB PROPERTIES INC.,
SITUATED ON NASSAU POINT, SUFFOLK COUNTY, NEW YORK. SAID LOT AL50 SHOWN
ON "AMENDED MAP A, NASSAU POINT", FILED IN THE OFFICE OF THE CLERK OF SUFFOLK
COUNTY ON 8-1 G-22 AS MAP NO. 15G
SITUATE: CUTCHOGUE
TOWN: 50UTHOLD
SUFFOLK COUNTY, NY
SURVEYED 05-14-2013
REVISED 10-23-2013
SUFFOLK COUNTY TAX #
1000— I I I — 13—G
CERTIFIED T0:
ELLEN EMERY
PROPERTY ADDRESS
5925 NASSAU POINT ROAD
CUTCHOGUE, NEW YORK 11935
�-O-� A0
30,4.A9
FENGE
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CLEAR OF ` nn I70
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70
E LANDWG5 ' O
NOTES:
r_
rn
lX
BURIED RETAING WALL LOCATION PROVIDED BY CONTRACTOR
NOTES:
OF NE
"Unauthorized alteration or addition to a survey
mop bearing a licensed fond surveyor's seal is
vialation of ect on �zo9, aad-divisioh z of the
New York Slate Education Law.
wooer
JOHN
C.
C
E N LE R5
LAND SURVEYOR
��� � �o
m only copies from original at this
0 ENCEOUND
Q�
O t�
al ,,e'v s
arked with a final of the landyo
stamped ssol shop be c nsidered to be valid true
rw `e
_+
copies"
Area = 30,379 Sol. Ft.
1
"Cerlificotions indicated hereon signify that this
Area = O.G974 Acres
Area
G EAST MAIN
RIVERHEAD,
STREET
N.Y. 1190
I
N.Y.S. LIC. NO. 50202
36 8288
9- Fax 3G9-8287
* 7`0
'c
vey w s prepared in ordance with the pe
° °C x-
-dos
,,—
Code of Practice far ctand Surveys adopted
by the New York Stale Association of Professional
Lord Surveyors Said certlflcations shall run only
to the peso, far wham the sarvey is prepared.
GRAPHIC SCALE III= 30'
�°
an age his ben a;endingenlitlalc.-,.n,, go-r,ma,d
Ionglslandlandsurveyor.com
tisF 2 2 �e�
O ! ^, ('
o the assignees of the lending institallo° Cerli,ico—
tions are not transferable to additional institutions
Scale I / 8'' -1 ' —0"
ban 5el igmann, P�
Huntirngton, NY
LIC; 077043
Seacoast Construction
5agville, NY
�rilU 5upport electric
urinci Foundation Wall Pcpair
�mergencq Foundation pepair5
6MPAL NOT�5
I, All WOpK 9.1&1,3E PONE IN ACCOR?ANCE WITH LOCAL ANP 5TATE 3UILPIN6 COPE5
2. EXI5TING 3A5EMENT E1,00p EI FVATION5 VAPY, EXTENT ANP CHAPACTEF OF 1`008%515 UNKNOWN
THE FOOTIN65 5HOU1,P 3E EXCAVATEP TO PETEVMINE 51ZE ANP PEPTH
3, EXCAVATION5 SHOULP 3E 51,0PE12 BACK ON I,I SLOPE OP. 3ENCHEP A MINIMUM 9 -4 FEET
4, MIN 2500P51 CONCP.ETE ANP WW MESH P\NNFOFCING 51 TALI 3E U5EP FOP FLOOD 5,X13 nPAP,5
FOUNPAI10N WAU MPAlp PPOC�WUI,�
I, PFOVIPE TEMPOS 51-10pIN6 MINIMUM 3'O" ON CENTEV MAXIMUM 2'0" EpOM PAMACZ12 WALL
MINIMUM 6X6 VMP3 SHORING OF 4" LOLLY COLUMN5
2, EXCAVATE OUT5IPE OF FOUNPATION TO FOOTIN6, LENGTH OF EXCAVATION A5 V? QUPEP 3Y PAMAGE TO WALL
3, VEMOVE PAMA6EP ANP 31?,OKEN CINPEP 13LOCK5 TO 5OUNP CINPEP? 13LOCK5
4, REPLACE WITH NEW CINPEI.' 31,OCK5, 50UP FILL 3LOCK5 WITH MOPTAP\
5, PF;OVIPE z"X 6" 5TEEL 511,1- PLATE MINIMUM 1'0" 3EAPING EITNEI? 51PE OF PAMAGEP CINPEP, 3LOCK5
6, IN5TALL HELICAL ANCHOI?5 A5 I?EQUVpEP ANP SHOWN ON PW6102
7, OUT5IPE OF F?EPAII.'EP WA15 5HOU1,12 3E 5EALEP WITH A WA1`FPP`;OOEIN6 5EALEP SUCH A5 PPYLOCK SEAL
B. 3ACKFILL FEPAPTP WALL IN LIET5 TOVII21% FPEE PAININ6 MATERIAL AT EOUNPATION WALL.
3ACKFIL1, 5HOULP 3E 6FAPEP AWAY FROM THE HOU5E, LEAPEF?5 5HOULP 3E PIpECTEP AWAY FPOM EOUNPATION
CC ACK PVAlp NOS5
I, CIZACK5 SHOWN MAY NOT P.EP1?E5ENT ALL C WK5,
3LOCK EOUNPATION WAL5 SHALL 3E I1\15PECTEP FOP\ APPITIONAL CP�ACK5
2, HARLINE C WK5 IN THE WALL ALONG 6POUT 1,I1\1E5 CAN 3E 5EALEP WITH AN EPDXY 5EALEI;
IN51PE ANP OUT5I1?E THE EOUNPAfION
3, CPACK5 LAPGEP THAN " 910U,P 3E I?EPAIPEP 3Y CNIF PING OUT THE MOr;TAP. ANP IvOIN %
THE JOINT5
4, CINPEI? 3LOCK5 OUT OF A,IGNMENT 5HOULP 3E EMOVEP ANP I'E5ET
5, WALL5 SHOULD 3E 5EALEP WITH A WATEPPF?OOFING SEALED SUCH A5 PpY,OCK 5EA,
6, CONCRETE SLOOP\ CACK5 5HOULP 3E PEPAREP U51N6 CEMENTIOU5 Op EPDXY PPZOPUCT5
Foundation pepair5 �merq pe5idence SOME
5925 Nassau Point PoaJ 5cuthdJ, NY n>"f"Y'N
WOE BY y.
anm of
Q�pFESS101,I,g�F�
'COF77045
DARs-i< 0
Area of failed
cinder blocks
approx 3'x3'
I Kcavate foundation to
expose wall
10" CMU
Min 90pe 1 on I
Pan 5el igmann, P�
Huntington, NY
SIC; 07�O4�
�xi5tinq door Joists �xi5tinq door Joists
12eplaced 17
Cinder Nock5 Sol id Filled
2'011 l 51op��
temporary 4" Steel column
Support or Timber 5horinq
Min 3'-O" on Center
Free draining gravel
Waterproofinq full
heightof wall
fgpical Section at Foundation Wall Failure
Area 15hown, Area 2 5imiliar
5caie: 1/ 4 1,0"
5eacoa5t Construction
5auville, NY
�merclencq Foundation Pepair5
rOUNrAION
f3p.ACKTf
1/ 2" x 8' I steel 5111 plate
bearing min. 1'-0'' either
side of repaired wall
Helical AnchorANCHOn
5Wf
T5f!arl,�
ical Section at Pepaired Foundation Wall
1 / 4" -1,C)"
OQr ���`��Fr
wry �r
070-3 0
TF
OF N : 1
L -
Foundation pepair5 �merq pe5idence WME NO.
5925 Nassau point load 5CUW j, NV' :ati 0
MADE ev g�� DANE E 4 IA /6
511-101,
18'-10"
Lra 6 ad mj-Aul ed �
Maks 3 rarses
0'0"
0&-r I?DM
9" 61o& .
10" block (tqp)
28' 0
Cracks at Joints ?'
b carnes
/-1/ 9" Crack to Floor
8'-2'
51'-10"
Hen �merq Fe5idernce
5925 Nassau Point Id
Cutchoolue, NY 119 5
` -.—
Cracks at Mock joints
5 carnes
0
5 Separation at stoop
Cracks at JOIt Cracks atp M41ock
3 5 carnes
Paul
A A !
L J
0
6 t6
L J
65' -II"—
Plan View
Scale I / a" m 1' -0"
Cracks at joints
6 carnes
Foundation Ilan
m
OZO//Y/
N
1011 CMU 811 CMU
O O 0010q
I%etali I
Scale: I/ 9" s I'O"
5' 2'
I I'
Crack at Joint tap Mock
lo
lo
2'
5ection A -A
5cale: l/ 9" -1' 0"
Cracks at joints 10"
'} ccurses 22'-5"
I' -2"
2'
5ection 13-P
Scale: I/ 9" a1'0"
2'
5ection C -C
5cale: 1/ 9" - 1'0"
81,211
181-ia'
Cracks and misaligned
blocks 3 ca�rses
E
boiler poom
0" Block ( tqp)
C
.�" Nock
Cracks at Joints
6 courses
/--1/ 4" Crack in Floor
31' -10"
54 -II"
7� I Stoop
L4,_� �,
Cracks at block joints
5 courses
APPROVED ASS NOT ED W-211
IJ '�
7 E —
A
-7
.P
DATE.,I
L
FEE-' JENT AT
N DTI Y 'BUILD,``..
765-1802 8 A `IC 4''^ FOR THE
INSPEClIR)!S:
OWING
C11.OF UNDATION - TV40 REQUI,,- ED
MR
POURED CONCRETE
2. ROUGH - FRAMING & PLUM,3ING
�
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE ,-,OR C.O.
ALL CONSTRUCTION SHALL MEET THE -
REQUIREMENTS OF THE CODES OF NEVO2'
-2"
YORK STATE, NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
31' -10"
S, r
N '' �, v DES
if -,_i
5eparation at stoop
7,-"
Cracks at�block joints
Cracks at Joint
3-5 courses
betail I
A
m
2 0"
7, 0
(_,
OCCUPANCY OR
JSE IS UNLAWFUL 2"
WITHOUT CERTIFICA
OF OCCUPANCY
C k at rrt
.M
Crack at Joint top block
2,0
Cracks at joints
� courses
RETAIN STOP €_^; ;V,' '7.'' 7' OFF
PURSUANT T4i �;; i cr, 230
OF THE TO�°��1 -E.
rocs poi s 8dock (wp)
6 courses
L,
541-1 11
4'-111
651_11 1 1
�Ki5tlnq conjition Founjation Plan
5cale'_5/ 16"-1'O"
5UMp
- door devotion
J
Foundation {repairs �merq Residence
5925 Nassau Point goad 5oubvid, NY
MADE BY DUE
cw m er DATE
51-811
22'- 5 I I
r
.01
f
OF isI`�'
DMWM NO.
Max 5pacirq of helical piles 60''
Helical Pile Location Plan
Scale '/ 16 " - 1' 0"
Floor Elevation
Foundation Fepairs �merq Fesi&nce
5925 Nassau Point Poad Southold, NY
oe-
OF
1-i3-13
SC" DP.WM MO.
MW ffy WE 02
Cm BY Mh
I
10" CMU 8" CMU
O O 00 O
10" CMLI
detail 1
5cale 1/4"=1'0"
5ection b -b
scale I/ 4"=I'0'•
8" CMU
2'
2�
Section A -A
5ection F ,F
Scale, 1/4''=1'0',
8" CMU
w
2'
2'
5ection F -F
5ca1� 1/4"=1'0"
Hot
Actual details and dimensions of foohnop are unknown,
fgpical details are Shown. Flevation5 of foahrc15 are a55umed,
Section 13-13
Scale, I/ 4"=I'O"
SECTIONS
ANC
5HN
5ection C -C
Scale, 1/4''-1'0'
FOUNPAVON
WvAX f
TYFICAI- IN5f&WION
FOUWAVON Py�PAIP. MACKFf
W5
Foundation F'epair5 �merU Fo5idence
5925 Nassau Pont Foa6i 5outhold, NY
��pFESS(ONq�F
J �y
11-13-13
SME DWSIM NO.
mW W WE O/
cm er WE
4 . 1%
6�WAI, NOT�5
ALK WOPK SHALL It PONS IN ACCOPPANCE WITH LOCM, ANP 5TATT itILPING COPF5
2, FXI5TN6 �A5W%T FLOOD FKFVATION5 VAPY, EXTENT ANP CHAPACTEP OF FOOTN6515 UNKNOWN
THE FOOTINGS 5HOULP [�E EXCAVAT7 P TO PEffMINE 51ZE ANP PFFTH
3EXCAVATON5 5HOULP [�E 5KOPFP SACK ON I I SLOPE Or, 13FNCHFP A MINIMUM OF � FEFT
4, MIN 2500F51 CONCPVT ANP WW MF5H PEINFOPO% SHALL [�E U5E12 FOP FLOOD 51-AE� PEPAIP5
CLACK FTFAIL NOT�5
I CPACK5 SHOWN MAY NOT PEFPESFNT ALL CPACK5
[�KOCK FOUNPATION WA15 5HALL [E IN51`ECTEP FOP APPTIONAL CFZACK5
2, HAPLINF CPACK5 IN TNF WALL ALONG GPOUT LINE5 CAN [�E 51FALFP WITH AN EPDXY 5FALEP
N9PF ANP OUT5IPE TNF FOUNPATON
3. CPACK5 LAPGEP THAN -l" SHOULD [�F PPAPEP [�Y CHIPPING OUT TNF MOPTAP ANP PFPOINTING
TNF JOINT5
4, CINPFP BLOCKS OUT OF AKIGNMFNT SHOULP 15E PEMOVEP ANP PF5FT
5. W&I-5 5HOULP It 5EAKEP WITH A WATWFOOFING 5EALEP 5UCH A5 PPYLOCK 5EA,
6 CONCFET FLOOD CPACK5 5HOULP IF PFrAIPEP U9N6 CFMFNTIOU5 OF, EPDXY PPOPUCT5
H�LICAL 5CLEW FU Nof�5
HFKICAL PIES SHALL [�E MANUFACTUPEP [�Y THE Wl�, CHANCE CO,, CFNTPALIA, MO OF, EQUAL
2, PIES SHALL [�F IN5TA I -FP [�Y AN AUT1FOPIZFP HELICAL FILE IN5TA�LING CONTI ACTOP WHO
HA5 5AT51'IEP THE CFPTFICATION PEQUIPEMENTS PELATING TO THE TECHNICAL A5PECT5 OF
THE PPOPUCTANP THF A5C KP IN5TAKLATION T1%CHNOUF5, FPOOF OF CUFPNTCFPTIFI-
CATION MU5T It PPOVIPEP,
3. ALL WOPK A5 PSCPII3EP HEPFIN 5HAl �E FEPFOPMEP IN ACCOPPANCF WITH ALL APPLICA�LF
SAFETY COPF5 IN EFFECT AT TNF TIMF OF INSTALLATION
�HFKICA, FIEP5 A5 5FFOFIFP SHALL CONFOPM TO FIMF P TNF 51 0-5TANPAPP lttPING COPE, SOCA
NATIONAL COPE, OF, IC30-UNIFOPM [UIL171% COPE AN OFFICIAL EVALUATON PFFOPT WITH A551GNEP
NUMBED 5HA,1- [�F PPF5ENTP UPON PEQUE5T TO THF OWNFP ANP/ OF, THEN F.ErPF5ENTATVE
S3CCI-950��;
SOCA-W,94-2-7; IC30-EP-5110,
5. TNF HELICA, LEAP 5ECTON5 ANP FX1'�,N90N 5ECTION5 SHALL 6E SOLID 5TEFL, POUNP COPNEP,�P
5QUAFF SHAFT, OF, POUNP STEEL PIrF SHAFT, CONFIGUPF-P
WITH ONE OF, MOPF HFLICAK REAPING rLAT�5 WELPFP TO THE SHAFT,
6 ALL PIES MU5T I�F COPP0510N PPOTFCTFP �Y NOT PIF GALVANIZATION,
7. N5TALLATION UNIT5 51-AKL CONSIST OF A POTAPY TYPE TOPQUF MOTOP WITH FOFVVAFP ANP
PFVFP5E CAFAI�tL TE5, THF5E UNT5 AE TYPICALLY POMPE P,
B, IN5TALLATON UNIT5 5HALL It CA'AltE OF PEVELOPING TNF MINIMUM TOPQUF A5 fEQ'P,
9. INSTALLATION UNIT5 SHALL CSE CAFAI�LE OF FOSITONING TNF HELICAL PIED AT T1�E FPOFEP
IN5T&I-ATON ANGLE TH6 ANGLE MAY VAPY It WFFN VFPTICAL ANP 5 PEGF,�ES DEPENDING
UPON APPLICATION ANP fYFF OF LOAD TTAN5FEP PFVICE 5PFCIFIFP OF QUIPEP
10, IN5TAKLATON TOPQUE SHALL rt MONITOPFr THPOUGHOUT TIME INSTALLATION PPOCE55,
HELICAL rfP5 SHALL [�F IN5TAKLFP TO TNF MINIMUM TOPQUF VA -UF PEQUIPEP TO rFOVIPF
THE LOAF CAFACITE5 SHOWN ON THE PLAN5,
2, TNF APPPOFOATE 5tFL PEVOFIT KOAP TFAN5FFP PEVICF 5HA,L [E U�EP,
13, APPPOFPIATE HFLICAL PIFP 5ELECTION WILL CON5I5)EP 12E516N -OAP FLU5 5AFFTY FACTOP,
501L PAF,AMET�P5 ANP TNF IN5TA,LATION TOPQUF V5, CAFACITY EQUATON A5 PEP THF
MANUFACT UFFP5 PECOMMFNPATION5,
I4, HELICAL ANCHOP5 CAN [�F IN5TAKKEP IN51PE OF, OUT5IPF OF FOOTING
foundation Lepair5 �merq Le5idence
5925 Nassau FoA goad 5outhold. NY
o»'3oa0
OF Nr44
SCALE DPAWM NO.
MADE B, I DATE 04
CRIG BY WE
L
C
C
I
Z-0" Min
Ground Surface
asphalt as she
gin Pipe
Typical Leaching Pool
NTS
* 5oil Characteristics and depth to ground water (if found) will be
determined by engineer during leaching pool installation and recorded
(Assumed to be sand)
<F/l W r A30ic fn srnxrs
N ote5 :
-MMI / 2° x
Typical Silt Fence Detail
All work done in accordance with all applicable state and
local codes.
Drawings based on Surveys provided by John C. Ehlers
dated 05-14-201 3 and 4-25-14 and site visits July 20,
August 2G and October 30,201 3.
Sprinklers may be installed G" below grade
Gutter can drain into french drain if drainpipe 15 increased to 8".
Property:
Total Area: 30,379 5CI ft
0.0974 Acres
Total Land Disturbance: 30800 5CI ft
5tormwater Drainage Calculations:
Roof Area - 1 800 5q ft C=0.95 Q=.08 cf5 288 cf/hr
Driveway Area - 3000 5cl ft C= 1 .0 Q=. I G4 cf5 593 cf/hr
Turf Area - 3800 5CI ft C=0.30 Q=.052 cf5 188 cf/hr
5TORMWATER CALCULATIONS FOR A 2" RAINFALL
Drainage Swale length Approx. 150 ft
Dan 5eliojmann PE
24 Cherry Lane, Huntington, NY I 1743
LIC: 077043
2 % Sloe Tu
� " �erfora�,ed
Prain Pipe
Limits of work area
8° 3 612-0 11 f
N7 �
Temporary 5ilt Fence
30'4 -- A--2)
303.63
I FCFt\in
Runoff Direction
G" PVC Perforated Drain Pipe
4" PVC Drain Pipe
30 0 30 GO DW Drywell
Graphic Scale
Pea Gravel
2 % 510pe,
Turf
12" Min
Filter Fabric
Drainage Swale 5ectlon
NTS
Peconic Bay
Existing Sheeting Wall
At Back of House
Seacoast Construction
Ellen
Emery
Residence
5ayville, NY
5925 Nassau Point
Road
Cutchogue, NY 11935
Suffolk County Tax
# 1000-111-13-6
Lot 41
�cs0
U1
Drainacje, Flan
Q�
o»o�s y0
SCALE
AS SHOWN
MADE BY DS
CH'KD BY
0rt4WiAFftU% Xft *, "QE1ttEM
Matt TOS En!lineerirtg at 7`65-1560 befort,
Backfill, OR Provide Engineer's Certification
that the drainage has been installed to Code.
EROSION lg SEDIMENT CONTROLS
Shall include but not be limited to:
A well maintained Construction Entrance,
Wire Backed Silt Fencing, stabilization &
Seeding of exposed and/or inactive soils.
AppROVAL OF
C
O
NTR !
DOW. r /
AppfO by:
DATE 05-08-14
DATE
DRAWING N0.
DP- I