HomeMy WebLinkAboutGillooly, Lisa (3) John M.Bredemeyer III,President ��OF SO(/ry� Town Hall Annex
Michael J.Domino,Vice-President ,`O l0 54375 Route 25
P.O.Box 1
Glenn Goldsmith - [
Southold,New York
11971
A.Nicholas Krupski G _
Telephone(631)765-1892
Charles J.Sanders ® a Fax(631) 765-6641
CouNT`I,��
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
October 11, 2016
Ms. Lisa Gillooly
397 Carriage Lane
Wyckoff, NJ 07481
RE: 450 HARBOR ROAD, ORIENT
SCTM#: 1000-27-4-7
Dear Ms. Gillooly:
Review of your request for a letter of non-jurisdiction for your proposal to construct a
garage with associated drywells, concrete terrace and fill does not meet the criteria for a
letter of non-jurisdiction as construction activities you propose will occur within 100' of
tidal wetlands as defined by Chapter 275 of the Town Code.
Additionally, concerns of your neighbors that your sanitary system allegedly failed
repeatedly several summers ago leaking sewage into Orient Harbor, allegedly
producing a noticeable sheen evident in photographs of the water in front of your home,
may indicate that your sanitary system is failing and in need of an upgrade.
Out of an abundance of caution that your proposal does not lock you into a situation
where your sanitary system maintenance or upgrade is problematic or impossible, the
Board needs to consider your existing sanitary system specifications in order to proceed
with permit guidance.
Accordingly, in order to expedite your application to the maximum extent practicable
please have your licensed design professional or engineer provide information on the
proposed plans indicating the size, location, depth to groundwater and volume of all
elements in your existing sanitary system and any supplemental information you may
have concerning its possible reconstruction/upgrade.
This is necessary because the elements of design and future repair of your individual
on-site wastewater system may affect the proper placement of the proposed drywells,
pool terrace and garage.
I will ask the clerk to apply your$50.00 fee toward a wetland permit should that
determination be made.
Thank you for your cooperation in this matter.
Sincerely,
John M. Bredemeyer III, President
Board of Trustees
JMB/dd
cc: Damon Hagan, Asst. Town Attorney
Zoning Board of Appeals
Board of Trustees
John M. Bredemeyer III, President ;!opo �o�`:F Town Hall Annex
Michael J. Domino, Vice-President '6' \ y� 54375 Route 25
Glenn Goldsmith z `i P.O. Box 1179
A. Nicholas Krupski o ® �, Southold, NY 11971
Charles J. Sanders =_ �l , �, elep�rune (63 05- 8y2
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
DATE OF INS CTI ON:
Ch. 275 Ch. 111
INSPECTION SCHEDULE
Pre-construction, hay bale line/silt boom/silt curtain
1St day of construction
f
'/2 constructed
Project complete, compliance inspection.
INSPECTED BY:
COMMENTS:
y1
e
CERTIFICATE OF COMPLIANCE
FORM NO.4 ,
TOWN OF SOUTHOLD
BUILDING DEPARTMENT_
Office of the Building Inspector
Town Hall
Southold, N.Y.
Certificate Of Occupancy
No. .2 3.6.9 . . . . . . . . . Date . . . . . .December 16 1982
. . . . . ., . . .
THIS CERTIFIES that the Utriiding . .Pool . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . .
Location of Property Narrow River Road & Harbor Road, Orient
House No. Street Hamlet
County Tax Niap No. 1000 Section . 9?.7 . . . . . . .Block , . 94. . . . . . . . . . .Lot . .9a.7 . . . . . . . . . . .
Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. . . . . . . . . . . . . .
conforms substantially to the Application for Building Permit heretofore filed in this office dated
$Pptember ,8, , , , 19 7 P. pursuant to which Building Permit No. . , 9 3 6 3 Z
dated . . Ji;i1y. .1:3. . . . . . . . . . . . . . . . . 19 .?7,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 . . . . . . . . .
. . .newpra mat- . s.wii ming.pool.with fence
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
The certificate is issued to . . . BQpJ Amin, Sokobin
(owner,lessee or tenant)
of the aforesaid building.
Suffolk County Department of Health Approval . . . N/A, , , , , , , , , , , , , , , , .
UNDERWRITERS CERTIFICATE NO. . . . 5,83049 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Building Inspector
Rev.1161
J FORM NO. 4 ( _
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Clerk's Office
Southold, N. Y. N
Certificate Of Occupancy
No. . .Z9099. . . . Date . . . . . July 7 . ., 19. .78
95 Narrow River Rd.
THIS CERTIFIES that the building located at .450. Harbar. .avad.. . . . . . . . . Street
Map No. . . . . . . . . . . . . Block No. . . . . . . . . . .Lot No. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
conforms substantially to the Application for Building Permit heretofore filed in this office
dated . .September. . . .8. . . . .. 19. .7.6 pursuant to which Building Permit No. . . . . .9553Z
dated . .July . . . . . . . .13. . . . . ., 19.7.7. ., was issued, and conforms to all of the require-
ments of the applicable provisions of the law. The occupancy for which this certificate is
issued is . . . .PRgWPT SWIMMING POOL WITH FENCE
The certificate is issued to . . . . . . . Benjamin & Muriel Sokobin
(owner,
of the aforesaid building.
Suffolk County Department of Health Approval . . . . . . . . . . . . . N/R
UNDERWRITERS CERTIFICATE No. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
HOUSE NUMBER . . . . . . . . . . . . . . Street . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .
Building Inspector
FORM NO. S
1
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Clerk's Office
Southold, N. Y.
Certificate Of Occupancy
No. . .Z?!00 . . . . Date . . . . JulY 7. .119. 79
x+50 Harbor kd.
THIS CERTIFIES that the building located at 9.5. .Narrow River. Road. . . . Street
Map No. . . . . . . . . . . . . Block No. _ . . . . . . . . .Lot No. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
conforms substantially to the Application for Building Permit heretofore filed in this office
dated . . , July 27. . . . . . . . .. 19.76. pursuant to which Building Permit No. . . .$ .5Z
dated . . . July. . .27. . . . . . . . . .. 19.76., was issued, and conforms to all of the require-
ments of the applicable provisions of the law. The occupancy for which this certificate is
issued is . . . .Deck,addition to a Private One Family Dwelling
The certificate is issued to . . . . . . . Benjamin.& Mie
url Sokobin
(owner, }
of the aforesaid building.
Suffolk County Department of Health Approval . . . . . . . . . . . .N
JR
UNDERWRITERS CERTIFICATE No. . . . . . . . . . . N/R
95 Narrow-River Road
HOUSE NUMBER . . . .4.50. . . . . . . Street . . . . . . . . .Harbor Riyer Road . . . . . _ . . . . _ .
Orient, New York . . . . . . . . . . . . .
. . '. .-'11.
. . . . . . . . . . . .
Building Inspector
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BOARD MEMBERS Southold Town'Hall
Leslie Kanes Weisman,Chairperson OF SO(/j�o 53095 Main Road-P.O.Box 1179
h0 �O Southold,NY 11971-0959
Eric Dantes Office Location:
Gerard P.Goehringer ris Town Annex/First Floor,Capital One Bank
George Horning yo 54375 Main Road(at Youngs Avenue)
Kenneth Schneider �yCOUM`ISouthold,NY 11971
' IVED
http://southoldtown.northfork.net �—
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ZONING BOARD OF APPEALS MY 2�
TOWN OF SOUTHOLD
Tel.(631)765-1809-Fax(631)765-9064 outhold Town Clerk
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF MAY 19,2016
ZBA FILE#6922
NAME OF APPLICANT:Lisa B.Gillooly
PROPERTY LOCATION:450 Harbor Road(corner King Street)(adj.to Orient Harbor),Orient NY
SCTM# 1000-274-7
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated February 31, 2016 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated January 14, 2016.Based upon the information'
provided on the LWRP Consistency Assessment Form submitted to this 'department, as well as the records
available to us, it is our recommendation that the proposed action to construct the accessory garage is
CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The"as-built"deck
and stair are INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP.
The "as-built" 8' high fence is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT
with the LWRP. The applicant agreed to remove the existing 8'high "as-built" fence. The "as-built" deck
conforms to the rear yard setback set forth in the bulk schedule. These facts and the conditions imposed herein
render the proposed actions CONSISTENT with the LWP policy
PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 16,350 square foot waterfront parcel
located in an R-40 zone, The parcel has 105,46 feet of bulkhead frontage on Orient Harbor. The property runs
144.80 feet along King Street and 100.00 feet along Harbor Road. The property runs 176.13 feet on the West side.
The parcel is developed with a split level frame house, (3)Wood decks, and an in-ground pool. All is shown on a
survey by Nathan Taft Corwin L.L.S.dated June 13,2015.
BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124, Article III Section 280-
15C&F and Article XXII Section 280-105A and the Building Inspector's October 19,2015 Notice of Disapproval,
last amended March 4,2016 based on an application for building permit to construct an accessory garage and "as
built"fence, at; 1)Accessory garage proposed at less than the code required front yard setback of 40 feet from both
so
Page 2-May 19,2016
ZBA File 46922—Gillooly
SCTM 4 1000-27-4-7
streets,2)Lot coverage at more than the code maximum allowed of 20%,3)"as built"and proposed fences at more
than the code maximum height allowed in a front yard of 4 feet on both streets.
RELIEF REQUESTED: The applicant requests variances to construct an accessory garage that will result in a
front yard setback of+/- 10 feet and +/-28 feet where code requires a 35 foot front yard setback. The proposed
construction will result in lot coverage of 27.8%where code limits lot coverage to 20%. The applicant proposes to
construct a five foot tall fence in the front yard where code permits four feet.
AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity
with the code. The applicant on April 27,2016(date)submitted a site plan removing the wood decking around the
existing pool and replacing it with an on grade patio. This results in proposed lot coverage at 23.2%.The applicant
also amended the site plan to show a code conforming garage size of 660 square feet and the proposed accessory
garage drawings to show a conforming height of 18 feet,thereby bringing the plan into more conformity with the
codes.
ADDITIONAL INFORMATION: Several neighbors testified that they opposed the proposed construction. A
signed petition was presented in opposition of the proposed construction. The applicant presented a trustees permit
that permitted the applicant to do work on the"as-built"bulkhead.
The applicant has a ZBA variance to construct a 5' high fence around the"as-built"swimming pool. The proposed
fence will surround the front yard of the property and not just the swimming pool. The applicant testified that she
will be installing plantings in order to have additional screening around the pool area.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on January 7,2016,February 4,2016,and
April 7,2016,at which time written and oral evidence were presented. Based upon all testimony,documentation,
personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the
following facts to be true and relevant and makes the following findings:
1. Town Law 4267-b(3)(b)(1). Grant of the variance(s) for the front yard setback and lot coverage will not
produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The
neighborhood consists of small non-conforming lots improved with single-family homes. Other accessory garages
and structures exist in this neighborhood,and the proposed accessory garage is code conforming in size,height and
the front yard location on the subject waterfront property. The proposed 5' high fence will produce an undesirable
change in the character of the neighborhood since nonconforming fence heights in front yards is not typical in the
neighborhood.
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The applicant has a small water front lot and is burdened
by two front yards; therefore any proposed accessory garage will require the benefit of an area variance. The
existing lot coverage is already non-conforming; but the applicant is not proposing significant additional
nonconformance due to the removal of an existing pool deck. The benefit of a 5 foot tall fence can be achieved by
building a code conforming 4 foot tall fence and using landscape plantings to create the visual privacy the applicant
desires to achieve.
3. Town Law V67-b(3)MM. The variance(s) granted herein for the +/- 10 foot and +/- 28 foot front yard
setback for the proposed accessory garage are mathematically substantial,representing 72%relief and 20%%relief
from the code. However,the proposed location for the garage places it at the greatest possible distance from Orient
Harbor and the applicant agreed that the garage ridge will run East to West and will be no higher than the code
conforming maximum height of 18 feet so as to mitigate the visual impact of the garage from Harbor Road. The
variance granted for lot coverage is mathematically substantial representing 16% relief from the code. However,
the applicant is removing a raised wooden deck therefore the proposed garage will not substantially
1. as
Page 3-May 19,2016
ZBA File#6922—Gillooly
SCTM#1000-27-4-7
increase the non-conforming lot coverage The variance proposed for the 5' fence is mathematically substantial
representing 25%relief from the code.
4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6.Town Law 4267-b. Grant of relief as amended for the garage's front yard setbacks and the total lot coverage is
the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage
while preserving and protecting the character of the neighborhood and the health, safety and welfare of the
community. Grant of the relief as requested for the proposed 5 foot high fence is not minimum action necessary
and adequate to enable the applicant to enjoy the benefit of fencing while preserving and protecting the character
of the neighborhood and the health,safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Dantes , seconded by Member Schneider,and duly
carried,to
GRANT the 2 front yard and lot coverage variances as amended, and shown on the site plan by Joseph Fischetti,
PE dated April 27, 2016 and stamped received by the ZBA on April 29, 2016, and the garage plan and section
dated April 20,2016.
And to DENY the 5 foot high fence variance as applied for
CONDITIONS:
1) The town engineer shall ensure that the entire property complies with Chapter 236 of the Town's Storm Water
Management Code.
2)The accessory garage ridge shall run East to West and the height to the ridge shall be no higher than the 18 feet
maximum permitted by code.
3. The accessory garage shall remain unheated and unfinished, shall contain no plumbing, and may not be used for
any purpose other than storage
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board ofAppeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
Page 4-May 19,2016
ZBA File#6922—Gillooly
SCTM#1000-27-4-7
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may,upon written
request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one
(1)year terms.
Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This
Resolution was duly adopted(5-0).
fa- �c
Leslie Kanes Weisman,Chairperson
Approved for filing,j`/ad) /2016
q ala
RECEIVED
APR 2 9 2010
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INFORMATON ON THIS SITE PIAN Pa waA
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SEE DECISION# lZ TAKEN FROMAWPIVEYBY.
DATED 5 119 I-Qp n NATHAN TV Co..'II
!HAND SURVEYOR 3 y O 9
DATED JUNE 13.2015 OA�s S�D�
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Lisa Gillooly
450 Harbor Road
Orient, NY 11957
201®805-5113
September 26, 2016
Mr. John Bredemeyer
Board of Trustees President
Southold Town Hall Annex
54375 Main Road
P. O. Box 1179
Southold, NY 11971
Re: Garage Plan -450 Harbor Road, Orient
Dear Mr. Bredemeyer:
I have recently received ZBA approval to build a garage at 450 Harbor Road in Orient.
I respectfully request your review of the attached Site Plan with the hope that you will be able to
provide a "letter of non jurisdiction" on behalf of the Trustees.
The Garage is sited approx. 120 feet from the bulkhead that was approved by the Trustees two
years ago and 130 feet from the beach/high water mark. n E C E l�A V E
Your review and consideration is greatly appreciated. U
SEP Z 6 2016
Thank you, r
a�el out old Town
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• TOP OF FINAL 64RADE
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STABILIZED CONSTRUCTION ENTRANCE NOTES: CAST IRON FRAME AND GoveR TO
GRADE(AS REQUIRED)
E)CISTIN6 EXISTING
PAVEMENT TRAFFIC SLAB(SM PLANS FOR
1. Stone size-use 2 Inch stone,or reclaimed or recycled 3ROUND
LOCATIONS)
concrete equivalent.
2. Length-not less than 50 feet(except on a single residence lot where 30
foot minimum length would apply). FILTER MOLfil1•ABLE BERM
2' STONE OR CLOTH !OPTIONAL) or_1aAgn' I` E D AwFA
3. Thickness-not less than six(6)Inches. RBGYCLED �� '� _l -_1
4. Width-twelve(12)foot minimum,but not less than the full width at points ,.e, .j. Q ® ® ® ® ® ® ® ®qE
24' H16H x alb' DIA DRAINAGE BASIN
where Ingress or egress occurs.Twenty-four(24)foot if single entrance to SCTM # 1000-27-04-07
site.5. Geotextile-will be placed over the entire area prior to placing of stone. 450 EK
r- 11 urface water flowin or diverted toward construction + } ADDRESSY� ORIEN RNOR LANE
6. Surface wase a s g :'',': ® LU
I��6Tr�TO BE GLEANentrances shall be piped beneath the entrance.if piping is impractical,a �;'mountable berm with 5:1 slopes will be permitted. Q OWNER: LISA GILLOOLEY7. Maintenance-the entrance shall be maintained in a condition which will 1=xISTINbrevent tracking or flowing of sediment onto public rights-of-way, all 6ROUND ``' `• SITE: 16,350 SF = 0.375 A r
sediment spilled,dropped,washed or tracked onto public rights-of-way -
:J' . t:'• ;J. . . F ZONING: R-40
must be removed immediately. '' '• _m Z W
8. When washing is required, it shall be done on an area stabilized with I2'MIN'OR MATCH - GROUND WATER_ _ _ _ _ � _ _ FLOOD ZONE:
stone and which drains into an approved sediment trapping device. �• ��WIDTH �
I�.eS M TER RUNOFF SURVEYOR: NATHAN TAFT CORWIN
9. Periodic inspection and needed maintenance shall be provided after each PERMANENT STORM WA CONTROL MEASURE
PO BOX 16 F-
rain. STA13VLIZED CONSTRUCTION ENTRANCE ��K STORM DRAINAGE RING TYPICAL JAMESPORT, NY 11947 W
2 ..SCALE 631727-2090 W
NO SCALE
LIC. NO 50467 >= �
DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF GARAGE
GENERAL STORMWATER POLLUTION PREVENTION NOTES DRY WELL AREA x RAINFALL x OFF FACTOR UJ
PERMANENT STORM WATER RUNOFF CONTROL MEASURE (Dw) SF x FTS x 1.0 = cu. FT. DATED: DECEMBER 05,2013 C7
USESE:: VIA(2) 8' DIAMETER x 2' HIGH POOJUNE 13,2015 STAKE PROPERTY LINES 8 UPDATE TOPO Z
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE (2) 8' x 2' STORM DRAIN RING = 168 LGI�. FST. FEBRUARY 19,2016 ADDITIONAL ELEVATIONS
Development activities for this project will consist of: WIRE F� w/FILTER CLOTH PROVIDED REQUIRED Y
168 Gu. FT. > 110 Gu. FT.
1. Installation of temporary erosion control measures (silt fence barriers), see detail 3 SURFACE \
2. Installation of the driveway stabilized construction entrance, see detail 2 FILTER CLOTH MIN. b• BELow GRADE DRAINAGE
3. Excavation for a new building foundation (+/- 3 ft below finished grade) FLOW
� Q
4. Construction of a new foundation
5. Site grading from the public road to the area around the proposed building
\ �\/ \�
6. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1-SP2 �:sASUFM WIORM RE VV \ TEST HOLE
7. Installation of underground piping from gutters and downspouts to the drainage structures FILTER GLO'1'H SEE DETAIL I THI \ NO SCALE
8. Fillingand gradingof soil above drainage structures TEMPORARY STORM WATER x BY McDonald DATA:
9ence Q
t�s>�VB"'tiAYTION�ABILl21:D � TEST HOLE DATA: 9/14/16 7:45AM
9. Construction of new terraces SEE DETAIL 2-SP4 \ ELEV.+3.5IM
RUNOFF CONTROL MEASURE In
10. Construction of new driveway and parking areas including grading and driveway surfacing STAGING AREA AND PROPOSED x. \ 1.0 FT MIXED SAND AND LOAM Q
11. Installation of new landscaping plants, (awns 3 MN ?SION & SEDIMENT CONTROL DETAILS bNAgiidJTAREA 4 . .. Q g12. Removal of the tem orary erosion control measures E S : •.;;'.•:tis .•',,
M 2.80GREYISH BROWN CLAY
�• ' � .�tS' WATER IN
POLLUTION CONTROL MEASURES ^ :�.�I;i'` ' 7p>>' 3.0 FT GREYISH BROWN CLAY CH
LOCATION OF TEST HOLE \;�:• ``` \
•` WATER IN
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment F ' q,
4 FT BROWN CLAYEY SAND SC
not limited to the following shall be em to ed during construction: = . ;`- '�•�'• ' "� ,��
control measures Including, but 9 P Y 9 .•,;•.�?'�..•� •.:..•• .'� \ WATER IN
PALE PALE BROWN FINE TO
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A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall `� `.� ` 17 F .
k�� .` CO MENTS:WATER ENCOUNTERED 2.8'
remain undisturbed.
B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed arras and the length of time that areas are x I ; . .� x e OW SURFACE
exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded ° i rJ� �` ;`` �� j �'� X
and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in
22'x30 `�; NBAI UTILITY LI °� Z'
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accordance with the soil conversation service recommendations.
SLAB+5.21
!J FROM NEW GARAGE � J��` pro exisrlis AND
C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are Gw��"' � �. + + ; ,•�. �n F; �t, � 2. o
completed, or if construciton on an area is suspended, the area shall be seeded immediately. \�4tiw4} + � ,j ;S Dy�V �'• �' o °
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a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. '
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b. Soil Amendments
5 � „ �t SEP 26 2016 � W• � � ; �
• , PROPOSED NEW M
X
.e / �` DRYNELL FOR STORMNIATER i. a h o
1. Lime to ph 6.0 ' � d X�: '� FROM BUILDING sTRUG 2 W' "
COq ,� Southold
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) IoRO�;Tq( F �' EXISTING " +5A " SOIL STOCK PILE AREA ._-F f3rd4 TLSt a H-• fO
c. Seed Mixtures WN OF ISTg4/CH RESIDENCE x / % �
1. Temporary seedlings S��Ty Eos pHRO a � ,°'� �� z y
a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) h/Cr0 42. 4S
.. ,. P H RO ?,• x �i REPLACE ExisTIN6 DECK w/PEW
b. Certified Aroostook winter a cereal a 100 lbs. per acre 2.5 lbs per 1,000 s ft. use winter a if seedingin NO. 49 4C4f x : WWACTED
KKM.
RF � SU86RADE. REII�GRGE w/bxb,1O
October/November. s?e Mqp •"�• �? � � x � PROVIDE GONG I6Q St1PPORT AT
83 j i 1 ED6Es OF ON FILL
2. Permanent seedlings - See Landscaping plans .5'" `' _ "
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i
FENCE PER POOL
D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from � 'w \ �•� �'� •' � �Q 32 PROPOSED4RuiRT
cleared slopes. / �� �"•
E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. 0 �s 1�'�.`
Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained .� 0// x X �x 4'
�
until construction is complete. ,+,ti ae ' X� x
entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The "
F. A stabilized construction
construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to bea � x X-4-9 __
removed or cleaned on a daily basis. x CONTROL 1% STORM WATER RUNOFF
x AS;
coN•rROL MEASURE WIRE FENCE W/
LX I
G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be x.Lz FILTER CLOTH S>�DETAIL I THIS SHEET
PROJECT NO:
protected from sediment buildup through the use of appropriate inlet protection. 2LO X_U DRAWN BY: 1610
H. Appropriate means shall be used to control dust during construction. Vd
I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be 69'4 nf, �'�' K m ��O Nla�n TS
cleaned and flushed as necessary. S 44 At H� Te m CHECKED BY:
y ,� w
J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections w�14I W* J
must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance g) DATE:
9/22/16
measures are to include, but are not limited to, cleaning of recharge basins sediment traps and drywells, cleaning and repair of
Q T 8 N 83.27'08„ W t ..
r SCALE:
sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. �.l �. 37.88 1 = 20' - 0
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and
..
SHEET TITLE:
toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as �� O
n on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically
show g p Q�
clean up any debris accumulated along the temporary fence and empty the dumpsters regularly.
�Jet°� SITE
The contractor will report an required modifications to the SWPPP necessitated by field conditions or construction activities to N PLAN
p Y q Q
the Engineer/Architect for revision of the SWPPP where appropriate. Gardiy
NOTES: Bay
DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE S1PL 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
Construction materials shall include concrete wood forms, building lumber and'associated metal attachments, precast concrete SCALE' 1 �� = 20'-011EF.FL. - FIRST FLOOR XISTING ELEVATIONS ARE SHOWN THUS: X PROJECT SITE SHEET NO:
•
septic/drainage structures, prefabricated building components (windows, doors; cabinets, flooring materials, finished roofing and G.FL. - GARAGE FLOOR
TB - TOP OF BULKHEAD
siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor BB - BOTTOM OF BULKHEAD
TW - TOP OF WALL
paving materials.
BW - BOTTOM OF WALL
Waste materials shall include demolition materials from the existing building structure, unused building materials and products,
trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily ---- ------PROPOSED CONTOURS
stored and dumpster shall be emptied weekly by a private carting company.
CON STIR` U TIO TS