HomeMy WebLinkAbout1000-107.-4-5 OFFICE LOCATION:
Town Hail Annex
54375 State Route 25
(cot. Main Rd. & Youngs Ave.)
Southold, NY 11971
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
Fax: 631 765-3136
To:
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
Gerard Goehringer, Chair
Town of Southold Zoning Board of Appeals
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: July 17, 2009
Re:
DIANA DELUCIA # 6296.
Location: 4573 Wickham Avenue, Mattituck
SCTM# 1000-107.-4-5
DIANA DELUClA # 6296. Request for Variances under Section 260-124, based on the
Building Inspector's February 10, 2009 Notice of Disapproval concerning a proposed deck
addition to the dwelling, which new construction will have setbacks from the front property line
at less than the code-required minimum of 35 feet and from the rear property line at less than
35 feet, at 4573 Wickham Avenue, Mattituck; CTM 107-4-5 (adjacent to Long Creek).
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment
Form submitted to this department, as well as the records available to me, it is my
recommendation that the proposed action is CONSISTENT with the Policy Standards and
therefore is CONSISTENT with the LWRP provided that the following recommendations to
further the below listed policies are implemented.
Poficy 6. Protect and restore the quality and function of the Town of Southold ecosystem
6.3 Protect and restore tidal and freshwater wetlands.
E. Maintain buffers to ensure that adverse effects of adjacent or nearby
development are avoid ed:
Maintain buffers to achieve a high filtration efficiency of surface runoff.
Avoid permanent or unnecessary disturbance within buffer areas.
Maintain existing indigenous vegetation within buffer areas.
If the action is approved, it is recommended that a perpetual, natural buffer be required to
protect Lon.q Creek. An example definition of a Natural Vegetated Buffer is as follows:
NATURAL VEGETATED BUFFER -- a land area of a certain length and width where existing
vegetation occurs pdor to the commencement of any qradinq or clearing activity. Veqetation
shall be maintained to achieve a minimum percent .qround cover of ninety-five (95) percent. To
achieve the percent ground cover indigenous, drouqht tolerant vegetation shall be planted.
Survival of planted vegetation shall be (ninety) 90 percent for a period of three (3) years.
Maintenance activities within the buffer are limited to removing vegetation which are hazardous
to life and property, trimming tree limbs up to a height of fifteen feet (15') to maintain
viewsheds, replanting of vegetation and establishing a four foot (4') wide access path
constructed of pervious material for access to the water-body.
Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consiC er this
recommendation in preparing its written determination regarding the consistency of the
proposed action.
Cc: Lori Hulse, Assistant Town Attorney
Office Location:
Town Annex/First Floor, Capital One Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
Mailine Address:
53095 Main Road
P.O. Box 1179
Southold, NY 11971-0959
http:Hsoutholdtown.northfork.net
BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 Fax (631) 765-9064
April3,2009
Mark Terry, Senior Environmental Planner
LWRP Coordinator
Planning Board Office
Town of Southold
Town Hall Annex
Southold, NY 11971
Re: ZBA File Ref. No. #6296 (Delucia, D.)
Dear Mark:
We have received an application for construction of a deck addition to an existing
dwelling as detailed on the enclosed map. A copy of the Building Inspector's Notice of
Disapproval under Chapter 280 (Zoning Code), and survey map, project description form,
are attached for your reference.
May we ask for your written evaluation with recommendations for this proposal, as
required under the Code procedures of LWRP Section 268-5D.
Thank you.
Very truly yours,
Gerard P. Goehfinger
Chairman
Encls.
APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS
Fee: $ c~3,
.,ce Notes:
. Filed By:.
For Office Use Only
Date Asdgned/Assignment No.
Mailing
Address:
Telephone:
NOTE: In addition to the above please complete below tf application is signed by applicant's attorney, agent, architect, builder, contract
vendee, etc. and name of person who agent represents:
Authorized Representative: ~ for ( ) Owner, or ( ) Other:
Address:
Telephone:
Please check box to specify who you wish correspondence to be mailed to, from the above names:
~Applicant/Owner(s) [] Authorized Representative [] Other Name/Address:.
WHEREBY THE BUILDING INSPECTOR DENIED AN APPLICATION DATED
FOR:
JS(Building Permit
{3 Certificate of Occupancy [] Pre-Certificate of Occupancy
[] Change of Use
[] Permit for As-Built Construction
E]Other:
Provision of the Zoning Ordinance Appealed. Indicate Article, Section, Subsection of Zoning
Ordinance by numbers. Do not quote the code.
Article ~- ~< I ~ t Section 280- i ~-~ Subsection
Type of Appeal. An Appeal is made for:
~A Variance to the Zoning Code or Zoning Map.
[] A Variance due to lack of access required by New York Town Law-Section 280-A.
[] Interpretation of the Town Code, Article Section
[] Reversal or Other
A prior appeal [~ has,has not been made with respect to this property UNDER Appeal
No. Year__. (Please be sure to research before completing this question or call our office to
assist you.).
Name°fApplicant:~CTM# {07 t_~ ~- ZBAFile#
p~ 4 'QNS FOR APP~ ~e~ maF be used w~r~ut. ~:
~ V~CE ~ONS:
(1) An und~irable change wHl not be produc~ in ~e C~CTER of ~e neighborhood or a
de~iment to nearby prope~ ff gr~, became:
(2)' The benefit sought by ~e appU~nt C~OT be achiev~ by Some me.od feasible for the
app]i~nt to pu~u~ other ~an an area variance, b~use:
(3) The amount of reUef r~u~t~ ~ notsubstantiai b~ause:
(4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions
in the neighborhood or district because:
(5) Has the alleged difficulty been self-created? ( )Yes, or J~No.
Are there Covenants and Restrictions concerning this land: [3 No./~Yes ~J~ase ~
This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the
character of the neighborhood and the health, safety, and welfare of the Community.
Check this box ( ) IF .4 USE g'~RI/INCE IS BEING REQUESTED, .4ND PLE.~E COMPLETE
~4TT.4CHED USE E4PJ~3VCE SHEET: (Please be SUre to consult your attorney.) THE
Sworn to ~gfore me. his .~ -- (Agent must submit written Authorization from Owner)
C~NDI ~-~AKREWSKi
Nota~7 PUl~c, State of New York
NO. 01ZA617~I06
~llf~ In 8~olk
~MMI88DN ~PIRE8 1 ~4~011
APPLICANT'S PROJECT DESCRIPTION
(For ZBA Reference)
Applicant: PI,&.NJA p~LOC, t A Date Prepared: OZ/
L For Demolition of Existing Building Areas
Please describe areas being removed: ~ 5-C~l~& TO ~ ~.~xA_ O~-O
II. New Construction Areas (New Dwelling or New Additions/Extensions):
Dimensions of first floor extension: ~ 2- ~Q ~q'
Dimensions of new second floor:
Dimensions of floor above second level:
Height (from finished ground to top of ridge):
Is basement or lowest floor area being constructed? If yes, please provide height (above ground)
measured from natural existing grade to first floor:
]III. Proposed Construction Description (Alterations or Structural Changes)
(attach extra sheet if necessary) - Please describe building areas:
Number of Floors and General Characteristics BEFORE Alterations:
Number of Floors and Changes WITH Alterations:
IV. Calculations of building areas and lot coverage (from surveyor):
Existing square footage of buildings on your property: $ ~Z
Proposed increase of building coverage: Co ~;9--
Square footage Of your lot: I o~-~ O O
Percentage of coverage of your lot by building area: ~1 , [~q o/o
V. Purpose of New Construction:
VI. Please describe the laud contours (flat, slope %, heavily wooded, marsh area, etc.) on your land
and how it relates to the difficulty in meeting the code requirement(s):
Please submit seven (7) photos, labeled to show different angles of yard areas after staking corners
for new construction), and photos of building area to be altered with yard view.
7/2002; 2/2005; 1/2007
TOWN OF $OUTHOLD
BUII~IN(~ DEPARTMENT
tOWN HALL
SOUTHOLD; NY 11971
tEL: (631) 765-1802
FAX: (631) 765.9502
$ outholdTown.NorthFork.net
PERMIT NO.
~xamined 20__
kpproved ,20__
)isappro ved a/c .F~,ft ~/.~ t~
Phone:
~xpiration
,20
i ~ ~ ~ ~ ~~~ Building In.ector
~B 3 ~0~ PPLICATION FOR BUILD~G PE~IT
BLCG. o[PT. Date~~
TOW~ o~ s0UT~0L0 INSTRUCTIONS
BUILDING' PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
: 4 sets of Building Plans
Plannl,$ Board approval
, Survey
Check
Septic Form
N.Y.S.D.E.C.
'Trustees
Flood Permit
Storm-Water Ass~sment Form
Coataet:
M~ to: .h
~1s'r' ,20 6q
a. This application MUST be bomptetely filled in by typewriter'or in ink and submitted to the B~ailding Inspector with 4
.~ts of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing lo~ation oflot and of buildings on premises, relationship to adj0inipg premises or public streets or
-cas, 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
mil be kept on the prem~iaes 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
sues a Cex'tificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months aRer the date of
suance or has not been completed within 18 months from such date. If no zoning amendments or other regulation~ affeetihg the
~operty have been enacted in the interim, the Building .Inspector may authorize, in writing, the extension of the permit for an
ldition six months. Thareai~er, a new permit shall be required. '
APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the
ailding Zone Ordinance of the Town of Southotd, Suffolk County, New York, and other applicable Laws, Ordinances or
.~gulations~ for the eonslxuetion of buildings, additions, or alterations or for removal or demolition as herein described. The
,plieant agrees to comply with ~1~ applicable laws, ordinances, building code, housing e0de, and regulations, and to admit
.thorized inspectors on premises and in building for necessary inspections.
~ant or name, if a corporation)
0Via/ling address of applicant)
ate-w, hether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
ameofownerofpremises t-'p,ca.~&12~L.oca'~ am~ ~.t~,-,
(As on the tax roll or latest deed)
a¢~licant is a coraorafion, signature of dulv authorized officer
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existin~ structures, if any' Front ~-q Rear 7,-c~ ~-_,-:-.--...D_~
He~ ht ~, Number of Stones ~ tl~t.~!l ~
· ensions of same structure with alterations or additions: Front !! tltl Rear
Dim . - -~.~- ,~,~
Depth Height Numoer ot px~aps :v~
8. Dimensions of entire new,~,cOnstruction: Front Rear
Height Number of Stories ,--- ~0:~;tj~
9, Size oflot: Front 1~' Rear to$ ' Depth
11. Zone or use district in which premises are situated Re,¢ii, l,~v~a,[
12. Does proposed construction violate any zoning law, ordinance or regulation? YES
X
13. Will lot be re-graded? YES__ NO × Will excess fill be removed from premises? YES __ NO
14. Names of Owner ofpramises D~,t. uo,~ Leot-w ~j rAddress
Name of Architect Address
Name of Contractor Address
Phone No
Phone No.
15 a. Is this property within 100 feet ofatidal wetland or a freshwater wetland? *YES ~( NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES ~ NO __
* IF YES, D.E.C. PERM1TS MAY BE REQUIRED. w~5 t-~v~ Pl~2,~pCF~:x/,~,u-
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
i7. if elevation atany point on'property is at 10 feet or below, must provide topographical data on surve3~
__NO ~,
18. Are there any covenants and restrictions with respect to this property?. * YES
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
OF~II~
COUNTY
'-~ tO.2/~ ~ ~(--i ~ being duly sworn, deposes and says that (s)he is the applicant
(Name of inet~vidual sj~unlng contract) above named,
(S)Hc is the . ti) I,q I~ ~4t'
(Contractor, Agent, Corporate Officer, etc.)
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 tree to the best of his knowledge and b~lief; and that the work will be
p~rforl~ed itl the m~nn~r S~t forth in the application filed therewith.
Sworn to before me this
~ I~- day of/"~lgt,~t~ 20
Notary P~lic ~o=~ ~llo,.8tate of New Yor~ ~i~
N~.
~ON
SOIL AND WAT~ZR
CONSERVATION DL.~FRICT
FAX:(631)727-3160
May 6, 2009
Gerard P. Gochrin~er
Chairman
Zoning Board of Appeals
Town of Southold
PO Box 1179
Southold, New York 11971-0959
Re: ZBA//6296 Delucia, D.
COUNTY OF SUFFOLK
STEVE LEVY
SUFFOLK COUNTY EXECUTIVE
MAY 11 200g J
Paul A. TeNyenhuJs
DI~-I~KICT MANAGER
(631)727-2315r.3
Dear Mr. Goehringer.
A site visit was conduc ted at Ms. Delucia's property, ZBMb6296 in regard t° the construction of 852 sq.ft of
decking on the north and western aspects of the pre-existing house. The enclosed photographs document
the site and the areas of concern.
In the area, where the porches are proposed, little vegetation occurs. Therefore, removal of vegetation will not
be necessary for the installation of the deck Of concern is the erosion occurring on the south western
portion of the shore line. Currently, the house is not fitted with gutters, downspouts, or dry wells. Water
runoff from the impermeable surfaces of the roof are concentrating and traveling to the western point of the
wetland and contributing to the erosion of the bank
The use of infiltration ,trenches (french drains) under the porch as well as gutters, downspouts and drywegs
(as documented in the provided construction specifications and diagl-ams) are strongly supported. These
erosion control practices would reduce the runoff contributing to the erosion identified during the site visit
and equaBy important, prevent the magno ification of this erosion; an expected result if the porch is not fitted
with measures like an infiltration trenck
Dry wells serve to contain runoff in an underground structure and allow the water to slowly and naturally
infiltrate into the ground. At this location the high water table may prevent the proper function of a dry well
Therefore, the depth to groundwater needs further investigation to determine if a dry well is a feasible and
functional method for roof runoff disposal It may be determined that two dry wells rather than a single large
dry well would be more functional for disposing of runoff.
threaten the health of the adjacent wetland habitat.
423GP~'IqN'GAVENLlE . SUITEll0 . RIVERHEAD, IqYIIg01
~A¥ 11 ~og
The enclosed information details proper dry well installati°n]'t~r~: ~-the
water holding capacity of the dry well, a lining of rock on the floor of the well rather than
filling the dry well with stones is an equally acceptable method of installation.
Inspection and maintenance should occur on the roof runoff management system
regularly to maintain proper funetion~ The gutters especially should be cleaned regularly
of leaves especially in the fall.
To increase the water holding capacity of the infiltration trench, a filter fabric wrapped
perforated pipe should be installed within the trenck This will quickly allow for the
initial and quick infiltration of storm water into the trench where it than can further
infiltrate into the ground, in similar function as the dry well However, any fine
sediment, leaves, lawn clippings, such as the surrounding sands, will clog the infiltration
trench and prevent desired funetiom Overtime such sedimentation can permanently clog
the trench rendering it dysfunctional. Therefore, these sediments must be regularly
removed from the surface of the drain to maintain proper function.
Additionally, a filter area must be established on either side of the trench to reduce
permanent clog~ng of the trenck Such a filter area will be difficult to achieve under the
porch area due to shading, however it is recommended that revegetation with Tall rescue
be attempted under the 1-2 feet under the porek Respectively, a vegetated buffer of
grassy vegetation should be maintained at all times between the house, porch and
shoreline to prevent erosion from uplands and shoreline aspects and reduce clogging of
the infiltration trencl~ The second option, (which would be more costly but more
effective if to establishing grass under the porch) is laying filter fabric and covering it
with a layer of crushed gravel or stone under the entire porch and into the infiltration
ditck
The cool season grasses which currently exist at this location are suitable grasses for this
application. However, due to the dose proximity of the wetland, the use of native plants
is highly encouraged for any future landscaping or lawn revegetation activities. Native
plants are adapted to the Long Island's soils, climate and pests and thus require little to
no pesticide and/or fertillver applications which threaten the health of the adjacent
wetland habitat. Likewise, the use Of any fertiliTer or pesticide (organic or conventional),
should be used with care especially since the infiltration trench will mainline nutrient
and pesticide hden runoff directly into the groundwater and wetland.
Lastly, the installation of a straw bale dike is recommended to protect the wetland from
any sedimentation associated with the proposed construction activities. To prevent
disturbance to existing vegetation, these bales should be installed on preexisting bare
ground as much as feasible. Once eonsm~etion activities cease, these bales should be
removed and revegetation should occur. The dike only has a functional lifespan of 3
months.
/ WAY I 1
Comprehensive information on the installation of straw bale flikes, dry wells, ~a~O~
infiltration trenches is included for your reference. If you have anY qUestions in regard
this site visit, please feel firee to contract our office at (631) 727 -23i5x3: ..... i ·
Delucia Property ZBA~296
Water flow from roof
Erosion
Infiltration Trench
What It Is
A shallow Irench. usually 3 to 8 I~ct deep filled
with stone to create an undcrgrouod reservoir
that holds runoff allowing il to slowly percolate
through the bottom into the surrounding soil.
How It Works
Rain water carrying pollutants is diverted to thc
trench before it reacims surface waters. The
trench retains all or some of the runoff.
depending on tile design. Tbe storm water slowly
filters through the soil below where pollutants are
removed by adsorption, straining, and
decomposition by bacteria in the soil.
Potential Benefits
· Helps prevent pollutants from entering
waterways, protecting water quality and
keeping sediments in marina basin free frool
contaminants that may impacl future dredging
operations.
· Properly designed and maintained trenches can
provide effective treatment for dissolved
pollutants as well as particulate matter.
· Relatively easy to fit in to margins and around
perimeters of developed areas with limited
space like marinas.
Planninlt and Technical Considerations
· Trenches are only feasible where soils are well
drained (sandy) and the bottom of thc trench
will be at least 3 feet abovc the seasonal high
groundwater table and 4 feet above bedrock or
other impervious surfaces.(clay).
NY Sea Grant Extension Marina BMP Fact Sheet
* This approach ~hb~ld.~o?bj be.
contributing drainage
anchor the shapes are less than 5%.
- 'l'rcnch~ can be designed to coll~t all or sume
of Ihe expired storm water runo~. "Water
quality" trenches that are design~ to catch only
tbe "first flush" of storm water, which contains
most ofthe pollutants, may be the only trenches
suitable for many marinas b~ause of space
considerations. (To get a rough ~timate of first
flush volumes multiply tbe square footage of
the drainage area by 0.3 gallons/square foot.
About 40% of the total volume of the trench
will be available to hold walcr.)
-II~ause they are susceptible to clogging.
infiltration trenches sh<)nld only be used iu
cnnjuncti~m with vegetated filter strips or stone
other method for trapping coarse sediments
before it reaches the trench.
-Clean, washcd 1-3 inch stone should be used to
fill the trench to prevent clogging. Blue stone
aggregate should be avoided. A layer of filter
fabric placed 6-12 inches below the surface can
help trap sediment before it clogs the entire
trench reducing maintenance costs.
* Shallow, wide trench~ (as opposed to narrow.
d~p trenches enllance pollutant removal but
care should be taken to ensure the stone fill
exten~s below the frost-line so the trench
functions in cold w~ther.
~ Trench~ should be sited away from building
foundations. If the trench is down slope it
should be a minimum of l0 f~t from tbe
building and 100 f~t away if the trench is
upslope.
~ Trench~ should be designed to hold water for
at I~st 6 hours after a rain and to drain
completely within 3 days after a storm. A
perforated PVC pipe should be install~ as a
monitoring well.
.Costs:
Infiltration trcncbes are one of the most
economical stormwater BMPs for small sites.
Costs vary depending on the site and the specific
design. Estimates from tbe Washington D.C. area
for a 150-long trench, 6 feet wide and 6 feet deep
ranged between $56 and $122 per linear foot of
trench and averaged $83 (1997 dollars adjusted
from 1985 estimates).
Stormwater Runoff
~ Nlw yQrk
Dry Well
What it Is
An excavated pit filled with clean stone that is
t:,.'pically 3 to 12 feet deep that is usually
designed to collect and store stormwater from
rooftops or other relatively "clean" runoff.
How It Works
Runoffenters the dry well through an inflow pipe
(such as a roof gutter downspout) and from
surface infiltration. The water then infiltrates
down through the subsoil rather than running
overland.
Potential Benefits
*Dry wells can be used to manage peak
discharges from storms and reduce the overall
volume of stormwater runoff from n marina
site. This, in turn, may help eliminate the n~ed
for other storm water management measures or
reduce the size needed.
-Because they should only collect clean water
they can provide good quality groundwater
recharge.
Planning and Technical Considerations
· Because they are not designed to remove
pollutants, dry wells should not be used in areas
with high pollutant loadings unless the runoff is
prctreated before entering the well.
MAY 11 2009
· Dry wells are 'only stntaJgl~'-f6r slle's wllere _
are well drained (sand~ and the well can be
designed so thc bolhuu iS a nlinilnun! of 3 reel
above the seasonal high groundwater table,
b~r~k or olher impervious surface (clay).
* The Iolal contributing surface area for a d~
well system should not be more than one acre.
* Wells are susceptible to clogging and possible
failure from sediment. They should not be us~
where ~ey will r~eive runoff that carri~ high
sedimml loads.
*To prevent clogging and promote infiltration,
the well should be filled with I to 3 inch
diameter clean (wasbml) slone aud lined with
filter fabric.
-I,~ale wells a minimum of lO f~t away from
building foundations.
~ D~. wells should be d~igned to capture, at
mm~mum, r~f runoff from a two inch rainfall
(fondly ~uivalent to a 2-year storm on Long
Island). Two inchm of rain would generate
approximately 1250 gallons of water ~r 1000
square f~t of impervious roof (I.25 gallons per
square f~l). As a first estimate of the size of
the well n~ed for a pa~icular application
assume about 40% of the total volume of II~e
well will be available to hold water.
* An obse~ation well should be install~ in each
d~ well to make sure it is draining properly. A
perforated PVC pipe installed ve~ically in the
well ~n be us~ for this purpose. The pipe
should have a removable cap on top and be
anchor~ with rebar at the bouom.
Costs
Costs for dry wells vary depending on the
site and design specifications. Because of
similarities itt construction, costs for dry
wells should be similar to, or perhaps slightly
higher, than those for infdtration trenches
which can range between $56 and $122 per
linear foot for a 6 foot wide, 6 foot deep
trench.
NY Sea Grant Extension Marina BMP Fact Sheet Storm Water Runoff
STANDARD AND SPECIFICATIO] qS
I AY 11 2000
FOR
STRAW BALE DIKE ,
2. There is no concentration of water in a channel or
other drainage way above the barrier.
3. Erosion would occur in the form of sheet erosion.
4. Length of slope above the straw bale dike does
not exceed these limits.
Constructed Percent Slope Length
Slope Slope (fL)
2:1 50 25
3:1 33 50
4:1 25 75
Definition
A temporary barrier of straw, or similar material, used to
intercept sediment laden runoff from small drainage areas
of disturbed soil.
Purpose
The purpose ora bale dike is to reduce mnoffvelocity and
effect deposition of the transported sediment load. Straw
bale dikes have an estimated design life of three (3) months.
Conditions Where Practice Applies
The straw bale dike is used where:
1. No other practice is feasible.
Where slope gradient changes through the drainage area,
steepness refers to the steepest slope section contributing to
the straw bale dike.
The practice may also be used for a single family lot if the
slope is less than 15 percent. The contributing drainage
areas in this instance shall be less than one quarter of an
acre per 100 feet of fence and the length of slope above the
dike shall be less than 200 feet.
Design Criteria
The above table is adequate, in general, for a one-inch
rainfall event. Larger storms could cause failure of this
practice. Use of this practice in sensitive areas for longer
than one month should be specifically designed to store
expected runoff. Alt bales shall be placed on the contour
with cut edge of bale adhering to the ground. See Figure
5A.7 on page 5A. 18 or details.
August 2005
Page 5A. 17
New York Standards and Specifications
For Erosion and Sediment Control
El. ),¥!N
Figure 5A.7
Straw Bale Dike
~:? SYMBDL
FLOW ,~
" 4' VERTICAL FACE
NOT TO SCALE
DRAINAGE AREA NO MORE THAN 1/4 ~RE PER 100 FEET
OF STRAW DALE DIKE FOR SLOPES LESS THAN
ANGLE FIRST STAKE TOWARDS
PREVIOUSLY LAID ))ALE. ~~L~"~'~"~mi~J'"~ .--
~C~ ~ ~ ~DUND IALES PLACED
~~~ -E RE-BARS, STEEL PICKETS
~ DR E'XE' STAKES PLACED
~~ ~ 1/~ TD E~ IN ORDUND,
~ DRIVE STAKES ~ WITH
TDP DF BALE,
NDT TD SCALE
CONSTRUCTION SPECIFICATIONS
1. BALES SHALL ~E PLACE~ AT THE TOE DF A SLOPE ~R BN THE CONTOUR AN~ IN
RB~ WITH ENDS TIGHTLY A~UTTIN6 THE ~JACENT ~ALE~.
~. EACH BALE SH~LL BE EM~EBBE~ IN THE ~BIL A MINIMUM OF (4) INCHES,
PLACED SO THE ~IN~IN6S ARE HORIZONTAL.
3. ~LES SHALL BE ~ECURELY ~NCH~E~ IN PLACE BY EITHER TWO ~T~KE~ DR
.RE-BARS ~RIVEN THROUGH THE BALE. TME FIRST STAKE IN EACH BALE ~HALL
~E BRIVEN TOVARB TME PREVIOUSLY LAID ~ALE AT AN ANGLE TO FORCE THE
~ALES TOGETHER. ~TAKES SHALL BE BRIVEN FLUSH ~ITH THE ~ALE.
4. INSPECTION SHALL ~E FREQUENT AN~ REPAIR REPLACEMENT SHALL BE MADE
PRBMTLY AS NEEdEd.
5. ~ALE~ SHALL BE REMOVE~ WHEN THEY HAVE SERVE~ THEIR USEFULLNESS
AS NOT TB BLOCK BR IMPEBE STORM FLB~ DR ~RAINAGE.
~BAPTE~ FROM ~ETAIL~ PR~VIBE~ BY~ USB~ - NRC~,
NEY Y~K Sf~TE ~E~f~NT ur f~s~f~zm,. STRA~ BALE
,Er ~ ~T[ SU~L ~ wfZ~ cu,z[~wTm, Ca,,~TTEE DIKE
New York Standards and Specifications Page SA. I $ August 2005
For Erosion and Sediment Control
FORM NO. 3
-TOWN OF SOUTHOLD
BUILDING DEPARTMENT
NOTICE OF DISAPPROVAL
DATE: February 10, 2009
TO: Diana Delucia
12 So. Bay Avenue
Eastpott, NY 11941
Please take notice that your application dated February 3, 2009
For a permit for construction of a deck addition to an existjng dwelling at
Location of property: 4573 Wickham Ave., Mattituek, NY 11952
County Tax Map No. 1000 - Section 107 Block 4 Lot 5
Is returned herewith and disapproved on the following grounds:
The proposed addition to a single family dwelling on a non-conforming 12,900 sq. fl
parcel, is not permitted pursuant to Article XX[II Section 280-124 which state~:
"This section is intended to proyid¢ minimum standards for granting of a building permit
for the principal buildings of lots which are recognized by the town under 280-9, are
nonconforming and have not merged pursuant to 280-1D."
Lots measuring between less than 20,000 sq. iL shall have a minimum front yard setback
of 35' and a minimum rear yard setback of 35'.
According to the survey, the deck will be setback 31.5' in the front yard & 16' ia the rear
'yard.
Authorized Signature
REF ONLY: 1000-107-04.-005 SEC. SHD JOB 11218
MAP OF WOLF PIT POND ESTATES
S $40`35'00
(TO HWL)
~46.5"
FND
14.4' MON
e
N 84035'00'' W
FND
MON
15.3.0'
'~, (TO HWL)
FI, ID
ldON
S UR VEY OF PROPEl( TY
Situated at
MATTI77JCK
TO WN OF SOUTHOLD
SUFFOLK COUNTY
NEW YORK
Scale: 1"= 30'
Survey Certified To:
ALBERT LEUTWYLER
DIANA DELUCIA
FIDELITY NATIONAL ~TLE INS. CO
//06- 7404-65787-SUFF
NORTH FORK BANK
Dotes Surveyed: JULY 31, 2006
Surveyed
~y
Smith, Jung ~ Gillis
~ ~C,~
Professional Land Surveyor
120 Medford Avenue
Potchogue, NY 11772
Phone: 631-475-5192
LEUTWYLER-DELUCIA
DeLucia Leutwyler Cottage
4573 Wickham Avenue, Mattituck, NY
Side View
facing South
Scale 1" = 4 feet
Owner and Preparers:
Diana DeLucia and Albert Leutwyler
4573 Wickham Avenue
Mattituck, NY 11952
SC-TM 1000-107-04-005
Northeast Neighbor:
SCTM 107-4-211
Allan Dickerson
460 Paddock Way, Mattituck, NY 11952
35'OO" £
(To HWL)
46.5'
FND
MON
I
"", ~~, ~i0 HWL) / Ill IScale:1"=16'
Southwest Neighbor:
SCTM: 107-4-12
ShirleyTuthill
448 Heron Pont,
Southeast Neighbor:
SCTM 107-4-6
Ivan Tchebotarev
4583 Wickham Avenue
Ma{tituck, NY 11952
Total lot size is 12,900 sq ft., not including
1,500 sq ft of wet land.
Impervious coverage of house prior to
decking is 852 sq ft, or 6.6%.
Impervious coverage after decking
is 1,518 sq ft, or 11.77%.
Remove existing entry steps into house
on two sides. Construct a wood deck
with 36"rails all around plus two sets of steps
for access. Attach deck to existing house on
three sides 42"above ground level.
Add french drains, gutters and dry well to
mitigate water runoff
N 84035'00" W 155.0'
4' FND
Wetland Boundaries delineated by ~ ,~.~ MON ~ Connection from gutters
Jeffrey/. Seeman ~. ./¢ ~. ~ and Ioca~ of Dry Well
~'¢ feet
Coastal Environmental Corporation ~~ ~
East Ouogue
January 2008 . ~, :~ ~ French
Description of Project: /// 0
~D
14.~
~ MON