HomeMy WebLinkAbout20200440 Crescent Street Subdivision SWPPP updated �RE S�ENT S T��ET ��SIDENTIAL �EVEL��MENT
�ITY �F SARAT��A SPRIN�S �
�ARAT��A ��UNTY NEW Y�RK
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BASI� ST�RM�ATER P�LLUTI�N PREVENTI�N PLAN
SS APPLI�ATI�N#ZU��U44�
June 29, 2�2�
Revised I]e�ember 11, ��20
Prepared For:
Bella Home Builders, Inc
D avid D eP aulo
228 Church Street
S aratoga Springs,NY 12 S 6 6
Prepared By:
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Ef�l � If�l � ER11�l �
��5�Sta�t�Rvute J�Suit��O'I
Melta,New York 1�02D
Table of contents
1.0 EXECUTIVE SUMMARY........................................................................................................................................ 1
1.1 Responsibilities of the Participants................................................................................................................... 1
1.2 Participant Contact Information......................................................................................................................3
2.� SITE DES�RIPTIDN................................................................................t e.....+t.�....��......�...�t..5
2.1 Lacatian...............................................................................................................................................................5
2,2 Topography...............................................................................................................................................,.........5
2.3 Wetlands and�Vatercourses..............................................................................................................................5
2.4 ThreatenedlEndagered Species.........................................................................................................................5
2.5 Land Co�er.........................................................................................................................................................5
Z.6 Sails......................................................................................................................................................................6
2.7 Existing Land Use..............................................................................................................................................7
3.4 PRUJECT DESCRIPTI�N...,}......:......�..��.........,..*.*..�,�.,,.F��*F�*i s*�i F..�...,..T,,..,r���r�*��.,T.*,.r�i F��aFr��ts�imrr��a r��irrti�aF�atrat 7
4,U STURMWATER ER�SI�N AND SEDIMENT C�NTR�LS.....................................................,................7
4.1 Erosian and Sediment Cantrols.........................................................................................................................7
4.2 �ther Pollutant�ontrols...................................................................................................................................8
4.3 Best Management Practices..............................................................................................................................10
5.0 CUNSTRUCTI�N SE�UENCE SCHEDULING�PHASING PLAN)........................................................12
6.0 IMPLEMENTING THE SWPPP....................................................................................................................13
�,1 Employee Training............................................................................................................................................13
6.2 SiEe Inspections..................................................................................................................................................13
6.3 Maintenance r+i�r��++i+*P.....F.�.................�F������sitF��t��ts�i+��.......r�ai trrifirii F�itfF�itf�a�F��i��i Frai rr+i++s�rra t+a�a+i F+*ai+ri�r++:....,..�...�t.14
5�4 Certif�cati�onaar*•yafr+.��*M�*sFiM*■�■�t�r■rat■Ei■i■stattri■Fr��rFaraatara■r■rirrir■ataraararrrrFa•+••$�arr*+*aar:t:++ir+++9+.E ��
6.5 Project Completton.........................................................................r�................�.........t...�15
APPENDICIES
Appendix A: Site Location Map
Appendix B: Erosion and Sediment Contral Plan&Details
Appendix C: Nati�e of Intent(N�I}
Appendix D: Notice of Terrninatian(N�T}
Appendix E: MS4 Stormwater Pol�ut�ion Pre�ention Plan Acceptance Farm
Appendix F: �ontactor's �ertification Page
Appendix G: SHP4 Documentatian
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1.0 E�ECUTIVE SUMMARY
This Stormwater Pollution Prevention P�an�SWPPP}has been prepared pursuant to the Starmwater Regulations
of the Environmental Protection Ager�cy (EPA� and the New York State Department of Environmental
Conser�ation (NYSI]EC�. Al� parties as defined be�ow are respansib�e for executing the SWPPP, complying
v�ith the requirements set forth �n the NYSDEC's State Pollution Discharge Elim�nation System �SPDES}
General Permit �GP-�-2�-��1} and with the requirements of any local ga�erning agenc�es ha�ing jurisdiction
over the proj ect.
This S�VPPP outlines methods that �wners, Contractors andlar subcontractors can use to maintain vvater quality
and pre�ent sediment laden runoff from en�tering surface waterbodies and other sensiti�e environments. This
pian describes methads for storm�vater management and summarzzes s�ormwater pollution pre�entian practices
that can be used from the start of construction until the project has undergone final stabilization.
1.1 Responsibi�ities af th�Participants
All responsible parties sha11 comply with the measures set forth in this SWPPP and in ac�ardance with the
NYSDEC General Permit. The fo�lowing outlines the respons�bilities of all partic�pants:
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The follovving is a summary of�he��ner's responsibilities:
1. Satisfy the requirements af the State Enviranmental Quality Review A�t when SE�R is applicable and
where required, all necessary Department permits subj ect the Uniform Procedures Act�UPA}.
2. Read and understand the Notice of Intent (N�I� and the S'L�TPPP to mal�e sure they are in accordar�ce
with the requirements of the General Permit. �ertify the N�I and the SWPPP by sign�ng the
�wnerl�perator �ertification statement contained in the N�I. The owner sha11 ha�e the SWPPP
preparer sign the "SWPPP Preparer �ertificatian" cnn�ained in the N�I. The N�I should then be
submitted to:
NYSDE�"Notice of Intent"
Bureau of Water Permits
625 Broadvvay
Albany,Nevv York 12233-35�5
3. If the proj ect is subj ect to the requirements of a regulated, trad�tional land use cantrol M S4, the SWPPP
shall be revievved and accepted by the MS4 prinr to submitting the N�I to the NYSDEC. If accepted,
the M54 wil�szgn the"MS4 S�PPP Acceptance"form.
4. Ensure�he provisions of the S WPPP are implemented fram the camrnencement af constructian act�vity
until final stabilization and the Notice of Termina�ion�N�T}has been submitted to the NYSDEC.
5. Identify the contrac�or�s� andlor subcontractors�s) invol�ed �vith construction activity that disturbs site
soils prior t� commencement of construction. Requzre all contractar�s} andlor su�contractor(s} fu11y
implement the SWPPP and adhere to requirements set forth in the General Permit by having them sign
the"contractor certification" in Appendi�A, Each of these�on�ractors and subcontractors sha�l have at
least one trained individual fram their company that will be responsible for implernentation of the
SVL�PPP a�d he a�s����h��snil�iisturbing activi�ies are occurring.
6. Maintain a capy of the General Permit (GP-�-2�-��1}, N4I, N�I Acknowledgement Letter, SWPPP,
M S4 S�PPP Ac�eptance form, Contractor �ertification�s}, and inspection reports for the duration of
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C�I15�I`L1Ct1�I1 aCtlVlty Uritll a N�T 1S �11eC� Wlt�7 t�l� NYSDE�. These documents should be kept in a
secure location on site accessible during nnrmal working hours.
7. �btain the services of a qua�ified inspector to conduct regular on-site inspections for general campliance
with the SWPPP and the SPDES General permit at leas�nnce e�ery seven�7}calendar days.
8. LJpon project completion and when the site has reached fina� stabilization, the �vvner shall have the
qualified inspector perform a final site assessment. If the proj ect has been properly stabilized and has
met all requ�rements, the qualified �nspector sha11 sign the "�ualified Inspector Certification" of the
N�T. The awner shall cer�ify the N�T by signing the cer�ification con�ained in the N�T. The N�T
should then be submitted ta:
NYSDE�"Notice of Termination"
Bureau of Water Permits
625 Broadway
Albany,New Yarl� 12233-35�5
9. Retain all site records and documentation including pr�ject p�ans and reports, the SWPPP, SWPPP
inspection reports and a1� records of data used to complete the N�I far a minimum of five �5} years
from the date the site reached fina� stabilization.
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The following is a summary of the Engineer's responsibilities:
1. Pr�pare this SWPPP using good Eng�neering practices, best management practices, and in compliance
vvith NYSDE� Stormwater Regulations under General Permit ��P-��24-041} and the "New �ork
Standards and Speci zca�ions fo�Erosion and Sedirnent Control".
2. Prepare the N�I far the�wner to submit to the NYSDE�. The SWPPP preparer shall sign the"SWPPP
Preparer�er�ificatian"cvntained in the N�I.
3. Update the SWPPP each time there is a significant modification to�he design or construction which may
have a significant effect on the pa�ential far discharge of pollutan�s in�o recei�ing vvat�rs.
Con�ractors and Suh Contractors
The fallowing is a summary of respansibi�ities for�ontractors andlor subc�ntractors invol�ed with construction
activities that disturb sails on si�e:
1. Certify that the S�PPP has been read and understood by signing the Contractor�ertificatior�statement
contained in Appendix F of thxs report.
2. Fully implement the SWPPP and the requirements set for�h in the SPI]ES General Permit.
3. �onduct inspections on a regular basis of the erosion and sedimentation contrals installed at the site.
Rc�pons�blc f�r installing, canstructing, re�airing, ins�ect�ng, an�i nlaintaining thc crosian and �cdimcnt
cantrol pra�tices. Each of these contract�rs and subcontractors shall ha�e at least one trained individua�
from their company that will be responsible for implementa�ion of the SWPPP and be on si�e when so�l
disturbing activities are occurring.
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The fo�lawing is a summary of the Site Inspector's responsibilities:
1. �onduct on-site inspections at least once e�ery seven(7} calendar days for general compl�ance with the
SWPPP and the NYSDEC SPDES C'reneral Permit. Inspection repor�s will be provided to the�wner and
a11 contractars ar�d subcontractors involved with earth disturbing acti��ties within one business day of
the field inspection. The inspec�or shall sign the certzfying statements contained at the end of the
inspection repor�s.
2. Review the SWPPP logbool�on a periodic baszs to ensure compliance and update as necessary,
3. When construction is complete, provide the �wner with a final site assessment �erifying that the site
has undergane final stabilization and met all requ�rements of the SWPPP and the General Permit.
4. When the site has undergone final stabil2zation, prepare the N�T and sign the "�ual�fied Inspector
Cer�ification". The N�T must then be mai�ed ta the�wner to sign and submit to the NYSDEC.
1.Z Participant�ontact Information
��r��e��� �r�.��� En 'neerin Firm �t���t�r������ ��a�������i����
Bella Home Builders, LLC Lansing Engineering, P.�. TBD
Da�e DePaulo 2452 State Rou�e 9, Suite 341
�28 �hurch Street Malta,NY �2�2�
Saratoga Springs,NY 12866 �51 S} 899-SZ43
(518� 312-5874
Z.0 SITE DESCRIPTI�N
This se�tian briefly descr��es existing and propased hydrologic and hydraulic conditions at and around the
project site as they re�ate to surface water manag�men� planning considerations. Subsequent sections cantain a
descriptian of the manner in wh�ch site runoff wi�i be managed�o minimize effects on areas adjac�nt to the site.
�
Z.1 Location
The project is Zocated a�ang Crescent Road between Adams Street and Jackson Street in the City of Sarataga
Springs. The project encompasses two parcels approximate�y�.28�acres and�.66�acres in size and an
undeveloped a��ey of approximately�.�5� acres praviding a total proj ect area of�.99�acres. The proj ect area is
currently occup�ed by a single-fami�y residence along�ith areas of large evergreen trees and grassed�a�vn
currently utilized for parking for the Saratoga Springs Racetrack and an existing gravel drivevvay. The parcels
are located vvithin the UR-2 Urban Residential�zone as zoned by the�ity of Saratoga Springs.
Z.2 Tapography
Based on US�S topagraphy imported data, the site generally slopes from a high poin�located along the
�niith���tern�rn��rty r:nrnPr tn#hP nnr�h �n� v�es�tn��rd�th�nc�rthern�ic�L�nd�ry Qf the projec�t are�.
2.3 Wetlands and Watercourses
The parcel does not cantain any wetlands or water�ourses.
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2.4 Threatenedl Endangered Species
The parcel does not contain any threatened or Er�dangered 5pecies.
2.5 Land Co�er
The proj ect site is currently occupied by a single-family residence, grassed lawn areas and a gravel dri�eway
utilized for parking for the Saratoga Springs Racetrack.
2.6 So�ls
• Dee�f etd Loamy�'ine Sand, (De14}—�4 tn 3%slapes}: This is a very deep, moderately well drained soil
formed in water sorted sand. It is found on the glacial outwash plains and terraces. The permeabi�ity is
maderately rapid or rapid in the surface,rapid in the subsoil and�ery rapid in the substratum. Surface
runoff generated is slow and the soil has a slight erosior�hazard. Depth to bedrock is generally greater
than 5 feet. �Hyd.ro�ogic Soil Type A�
�.7 Existing Land Use
The proj ect site is currently occupied by a single-family residence, grassed lawn area and a gravel dri�eway
ut�lized for parking for the Saratoga Springs Racetrack.
3.0 PR�JECT DES�RIPTI�N
The proposed proj ect consists of single-family development. The site developmer�t wiil include the demolition
af the existing sing�e-family residence and the subdivisian of the exist�ng�.99�acre project site into G parce�s.
�ne sing�e-family residential uni.t is proposed for each parcel.The prapos�d residences will be ser�ices by nev�
publ�c water and sanitary sewer ser�ices. Disturbance of the proj ect area will be minimized to the greatest extent
possible.
4.0 STURMWATER ER�SI�N AND SEDIMENT C�NTR�LS
Several types of temporary erosion and sediment controls are required during canstruction as shown an the
proj ect plans and per the General Permit. Guidelines and recommendations can be faund in the "New York
Standards and Specificatians for Erasian and Sediment�antro�."
Se�ection of�emporary stormv�ater controls will be or� an "as needed basis" and will depend on �he specific
�onditians of the site. Since site characteristics can change sigruficantly during construction, �t is impartant ta
monitor the site regularly to ensure the proper selection and implementation of the necessary controls.
4.1 Erasion and Sedimentation�ontrols
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These controls include, but are not lim�ted to stabilized cons�ruction entrances, silt fence, canstruction fencing,
Rolled Erosion Control Product,Mulch, soil stockpile areas, and staging and vvaste areas.
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.
This temparary structural measure is a stabilized pad of aggregate underlain �vith filter fabric located at any
point where traffi� will be entering or leaving a construc�ion site to �r fram a pub�ic right-of-way, street, alley,
side�all�or parking ar�a. The purpose of a stabi�ized construction entrance is to reduce or eliminate�he tracking
c�f sec�izra�r�� c�r��c� �u�lit� ri��i�5-�r way� c�r s�ree�5. T��� �r��rdnc�� 5ha1I be rriairi�airi�a iri d c;c�ric���i�ri w�ii��i will
prevent tracking of sediment onto pub�ic right-af-v�ay, street, alley, sxdewalk or parking area. This may require
periodic top dressing with addi�ional aggregate. This vvili remain in place and be maintained until the project site
has been permanently stabi�ized.
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This temporary structural measure is a temporary barrier of geotextile fabric used to intercept sediment laden
runaff frorn sma�l drainage areas of sail. It is insta�led along the perimeter of impac�ed areas and along the base
of fi�l slopes. Si1� fencing is effecti�e in reducing stormwater runoff �elocities, assist in the deposition of
transparted sediment load and prevent erasion of soils onto adjacent areas. Maintenance shall be performed
when the silt fencing has been damage or coilapsed and material remo�ed vvhen "bulges" �genera�ly v�hen the
depth of sediment equa�s �13 of the fence height} de�elop in the silt fence. These v�ill remain in place and be
maintained unttl the pr�j ect site has been permanently stabilized.
Construc�ion Fencin C'hain Link Fencin or�'�'� ���
This�emporary structural measure is installed along the perimeter of the praject area. In many cases the limits of
disturbance will coincide with the fencing or flagging or indicate buffer areas to be protected. The fencing or
�lagging is effective when used to separate the proj ect area from the adj acent areas used by the public.
Construction Fenc�ng, Chain Link Fencing ar F�agging is relatively lovv maintenance, but should be repa�red
when damaged. These v�ill rema�n in place and be maintained until the project site has been permanently
stabi�ized.
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This temporary structura� measure is installed in areas that have steep slopes (generally greater than 3:�} to
stabilize the slape and reduce the erosion potential. RE�P's types include jute netting, stra�v h1anl�ets, wood
fiber (excelsi�r} blankets, polypropylene blaa�a.�ets, straw-caconut blankets, coconut fiber blankets, etc. The
RECP's are typically impregnated v�ith grass seed and sometimes stapled t� the exposed soil. Inspect RECP's
after each rain event and repair if needed, including installing additional material and stap�es. If the RECP is
undermined, ral� back the material, add soil to finish grade and rep�ace the material with staples as needed. In
most cases,these wil�remain in place permanently�degrading over weeks,months or even years}.
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This ternporary s�ructura� measure is a plant residue or other suita�le material that is appl�ed to the bare sail
surface to pre�ent soil erosion. Mulching is effective in conser`ring maisture and modify surface soil
tempera�ure fluctuations, prevent surface compactian or crushing, reduce runoff and erasion, control weeds and
help establish plant cover. Mu�ching types include plant fibers such as hay or straw, chipped native materials,
green or cornposted organic materials, wood or bark chips, hydraulic mulches from recycled paper, hydraulic
mulches from wood f�ber, and hydraulic matrices �bonded fiber matrix�. Inspect mulches after each rain event
and repair if needed, including app�ying additional mulch. These will remain in place permanently �degradxng
over�veel�s,months or even years�.
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These are appro�ed locations where topsoil and ather soil materials may be stored. These stockpiles wi11 be
protected from erasion by a number of inethods, including installing silt fencing around the down gradient
perimeter of the stockpile and seeding and mulching the s�ockpi�e when not in use for mor�than 14 days,unless
the stocl�pile wi11 be active v�ithin 2� days.
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These are appraved locations where non-soil, non-erodible materials may be stored. Sails sha11 not be stored in
these areas.
Pro�ect plans specify the �ocation, size, quantit,y, and details of the selected temporary measures. Steep sl�pes
and exposed soils should be stabilized vvith silt fences, mulching blankets, gea-textiles, geo-synthetic drainage
netting, hay or any other stabi�ization measure shall be used that w��� significantly reduce the risk of erosion.
Stabilizatian measures should be initiated as soon as practical in portions of the site where construction activities
have tempararily or permanently ceased, but in no case more than 14 da�s. All disturbed areas vv�ll be
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recla�med by use of permanent vegetation, impervious surfaces including structures and paved driveways and
roads.
4.� Uther Pallutant Cantro�s
Paints and Solvents
During construction, temporary structures such as construction trailers may�e moved on site to store items such
as paints, solven�s and gasoline pertinent to the continuation of construction activities. The intentian af these
structur�s is ta shelter poter�tial contaminants from stormwater and reduce the potential of taxic chemicals from
er�tering the stormwater runoff due to cons�ructian activities.
Solvents and detergents may be stored on-si�e that v�ill be used for regular cleaning and maintenance of
canstruction vehicles or temporary structures. Solvents shall be used in cleaning machinery pu.rsuant ta 6
NY�RR Par� 754. After use, solvents sha11 be dispased of in approved containers and removed from site at
schedu�ed interva�s. Vehicle wash water that contains detergents must be disposed of into the sanitary sewer.
Cnncrete Washout
In the event concrete is del��ered and placed on site, delivery trucl�s vvill require an area to s�ockpile barrellcone,
shutes, and other equ�pment. A centrally located concrete �vashout area approximately 15�feet square and �.S-
feet deep shall be constructed. This washout area sha�l �e enci�sed by s�lt fence, located next to a paved road
and situated a minimum of 5D-feet fram a watercaurse. If required, temporary di�ersion dikes shall be
constructed araund washout area to pre�ent stormwater from entering washout lacation.
Waste material fram concrete vvashout operations shall be periodical�y remaved and legally disposed of When
tvvo-thirds of th� washout storage area has accumulated with material. At the end of construction a�l material
from the v�ashout area shall be remaved and disposed of.
Material Stockpile 14rea
Materials utilized for cvnstruction or equipment storage areas shall be canstructed to prevent runoff from
coming in contac� with stared itemslequipment. Cantractor sha11 clear area�s} indica�ed on proj ect plans and
excavate inta native material a mir�imum of 6-inches for placement of Marafi 1��X fabric and 5�ir�ch stone pad.
�ontractor to�erify that area to be utilized is dry and stab�e and notify engineer if area shown an praj ect plans is
not adequate.No mater�alslequipmen� sha�l be constructed within 5�-feet of a�vater course.
If necessary, temporary perimeter dikes sha11 be constructed to pre�ent runoff from entering the stone pad. Silt
fencing shall be installed a minimum of 5-feet downs�ope of storage area. Should additional area be required the
contractor sha11 cvnstruct additional storage areas as ne�essary in conformance with the proj ect plans, any
additional areas are to be docu.mented by contractor in the on-site SWPPP.
���������� �������
. .
During cut and fil�operations topsoil and other exca�a�ed material wil��e stockpiled on site for placement in fill
areas as construction progresses. In an effort to pre�ent runaff from coming in contact vvith stocl�piled soils or
soils from entering exxsting vvatercourses,managed stacl�pile areas shall be constructed in the areas indicated on
the project plans. The contractor shall �erify that the prapased areas are dry and stable, and to notify the
engineer if area is not adequate. No soils or excavated materials shal� be stackpiled within 5�-feet af a
vvatercaurse.
�ontractor shall ins�all s�lt fence 5-feet downslope of each pile and construct any perimeter diversion dzkes if
requirec�. Materia� s�a1� �e sta�ilizec� wit�i seec� ancl mulch if not to be utilizedldistur�ed within 14 c�ays un�ess
stackpile is proj ected to be disturbed within�1 days. Seed and much will reduce vv�nd blovvn and rain instigated
erosion from the s�ockpiles exposed steep slopes.
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�uels
Fuel for cons�ru�tion equipment shall etther be obtained from a licensed distril�utor of petroleum products or
from an appro�ed above graund storage tank on 51��. A distributor may be contracted to arrive on si�e
periodically and f�11 al� equipment as necessary. Al� distril�utors of petraleum products must have adequate
��ability insurance to mitigate and cl�an up any spills that accur on site as well as obtain appropriate permits and
licenses from the NYSDEC. All above grou.nd storage tanks vvith a combined capacity af 1,1�� gallons sha�l be
xnstalled pursuant to 6 NYCRR Par� �14 Standards for New and Substantially Madified Petroleum Storage
Facilities.
Fue1 from construction vehicles may come into contact with starmwater when vehicles are stored outside. Good
housekeeping and preventative mainter�ance procedures sha�l be implemented to ensure fuel spil�s and leaks are
minimized during refue�ing and storage. Any small-scale fuel or oil spills must be remedied immediately and
contamina�ed soils shall be disposed of appropriately. The designated spill pre�ention and respanse team sha11
handle large-scale gasoline spi�ls.
�il and other pe�roleum praducts may be stored on site in l�mited quantities to ensure the continued operation of
construction equipment in the event a scheduled delivery is unavailable. Items sha11 be stared in �heir original
cantainers vvithin temporary structures and shall not be exposed to stormwater, Used nil and pe�roleum prnducts
sha11 be stored in approved containers until recycled or d�sposed of at an appro�ed disposal facility.
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Temporary sanitary facilities may be�ocated an site for construction workers. This fac�lity shall be lacated in an
accessible and visible Iocation. Such a facili�y shall be 1eal� and�ip proof. A �vaste management company may
be contracted to arrive on site and provide the routine pumping and sanitization of the facility. Such a company
shall have adequa�e liabilzty insurance to mitigate and clean up any spills that occur on site as v�ell as
appropriate permits and licenses from the NYSDEC.
Dust ContYnt
Construct�on traffic must enter and exit the site at the stabilized cons�ruction entrance. The purpose is to trap
dust and mud that would otherwise be carried off site by construction traffic. �1Vater trucks vvi�l be used as
needed during canstruction ta reduce dust generated on the site. I]us� contral must be pro�ided by the General
Cor�tractor to a degree that is acceptable to the 4wner, and in campliance with applicable local and s�at� dust
con.trol regulations.
Solid Waste
No solid materials, inc�uding building materials, are allovved to be discharged from the sit� with storm water.
A�1 solid waste, including disposa�le materials incidental ta the major construction activities, must be collected
and placed in conta2ners. The containers v�ill he emptied periodically by a contract trash disposal ser�ice and
hau�ed avvay from the s�te.
Thermal Pallutior�
Stormvvater that cames in contact with roadvvays, driveways, parking lots or other impermeable surfaces may
increase in �emperature during warm wea�her. If stormwater �s discharged into surface �vater �adies, the
temperature af the vvater�ody may alsa increase, potentially threatening plant and animal species sensitive to
temperature changes a� well as pro�iding an env�ronment tha� may cause r�uisance species to flourish. After
development is complete, imper�ious areas shall be graded to sheet flow to adj acent �egetated areas before
enter�ng surface vvaters.
4.3 Best Management Practices
Thr�ughout construction, care shall be taken to ensure sediment does nat enter surface water �odies and
chemicals do not enter stormwa�er, potentially cantaminating surface and groundwater supplies. The fol�owing
9 af 21
Best Management Practices �BMP} shal� be observed to maintain responsib�e environmental practices on the
construc�ion site.
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Good housekeeping is essential to reducing the risk of contaminating runaff waters during every stage of
construction. The General �ontractor shall ensure super�visors train each employee in good housekeep�ng
practices as they pertain to the implementation of this SWPPP.
Immediately following mobilization, the Generai Contractor shall take an in�entory of all equipment and
containers containing hazardous or toxic materials and submit �his in�entory to the �v�ner to keep on-site vv�th
this Stormwater Pollution Prevention Plan. This inventory shall be updated regularly to reflect changes in the
quan�i�y or type of hazardous and toxic materials stored on site, In the event of a spil�, the Spili Respons�Team
can refer to the ir�ventory if the contents of the spill are unknawn.
AZl equipment shall be operational while �t is stored an site. Inspections shall be conducted regularly to ensure
al� equipment is free af leaks and that ai1 and grease are not in contact vvith soils or stormwater. Portable
equipment such as chain sa�vs, drills as we1� as hand tools mus�be placed vvithin a trailer or under cover at the
end of each work day.
A s�orage area shal�be designated on-site where all hazardous or toxic materials are stored. Each employee shall
returr�the materials to the designated storage area following use. �hemicals, including o�l, grease, solvents and
detergents shalt be stared on-site in approved containers only. Used chemicals shall be disposed of in refuse
conta�ners and removed periodically. Containers shall be regularly inspected �o ensure the �ntegrity of the
container and sea�s tn prevent leaks.
A scheduled clean-up shall oc�ur at the end of each workweek. I]uring this clean up, empty containers of
solvents, oi1s, grease,paints and detergents shall be disposed af, containers of gasoline shall be placed in trailers
where they are not in contact with st�rmwater and the in�entary sha1�be upda�ed. Empty containers shall not be
permitted on th�ground.
Preuentat�'ve Mainte�ance
A�� an-site�ehic�es must be inspected regularly for oi1 and grease�eaks. A111eaks sha11 be repaired immediately
upon obtaining �he appropriate equipment. If the leak cannot be fixed irnmediately, it shall be �emporarily
mitigated to prevent the flow of contaminants anto the soil and potent�ally�nto the starmwater. If necessary, the
reservoir wi11 be drained to stop the flow of contaminants or the vehicle vvill be mo�ed under caver. Drip pans
shall be used when perfarming any maintenance or cleaning on c�nstruct�on�ehicles.
� ��������c.����������������.�� ���.��
The safety of employees and neighbors sha�l be of utmost concern v�hen hazardaus or toxic chemicals are stored
or utilized an-site. Materials Safety Data Sheets �MSDS} shall be obtained for a�1 taxic or hazardous substances
that are stored on-site to pro�ide employees with a valuable database in assessing risk in the event of a spill.
A.ny above ground storage tanks on site shaXl be installed pursuant to 5 NY�RR Par� 614. According to the
Nevv York State "Min�mum Standards for New and Subs�ar�tia�iy Madified Abo�e Graund Storage Faci�ities",
all tanl�s installed must meet or exceed the design criteria in ane or mare of the fol�owing design or
manufacturir�g s�andards: UL Na. 142, LJL Na. 58, API S�tandard No. 55�, API Standard No. 620, �AN4-S5�1-
M84 or CAN4-S634-M84. Tanks constructed af wood, cancrete, aluminu.m, fiber�lass reinforced plastic as vvell
as riveted or bo�ted steel tanks are not permitted. All tanks must have�nstalled leal�detection systems, secondary
containment, corrosian protection, and undergo periodic monitoring pu.rsuant to all Part�1�requir�ments.
5hould a spill occur, trained individuals sha�l be on-call at a�I times ta mitigate the potential negative effects of a
5�7111. The General �ontractor shal� have trained employees knowledgeable in the l�cation of sorbent, broams,
1�of 21
rags ar�d mops in the e�ent of a sma11-sca�e spi11. An inventory af equipment and its location shall be posted in a
visible location as vvell as kept in proximity to thi.s SWPPP. If the General Contractor does not have Hazardous
Materials trained�mployees on site, a firm that specializes �n handling spills, soil and water contamination sha�l
be called.
After a spi11 occurs, all personnel not trained in hazardous ma�erials spill response shall be asked to e�acuate�he
immediate area. The New Yor� State NYSDE� of Environmental Conservation �NYSDEC� Spill Response
Team sha11 be cal�ed ta investigate the spi�1 and determine if additxonal actions should be taken to ensure the
safety of personnel and near�y residents. Should any employee ha�e a suspected injury, a �ocal emergency
squad must be contacted immediately.
5.0 C4NSTRLT�TI�N SE�UENCE S�HEDLTLIN��PHASING PLAN}
Temporary stabilization methods wi11 be zmplemented befare construction begins and wiil be cont�nuously
modified �hroughout the project to pro�ide the best methods for storm�ater management and pollution
prevention. For more detai�s pertaining to canstructian sequence, please refer to the "NYSDE� Instruction
Manua� for Stormwater �onstruction Permit" pages �3-25. The praject is anticipated to begin zn surnmer of
24�7 and end in the fall of 2�1 S, al�hough full build out of lots vvi�1 be based on marl�et conditians. Phasing of
act�vities is as fo�lows:
Pre-Cons��uction�4ctivi�ies
• �wner and Contractor to review this document vvith all emp�oyees and su�cantractors to gain
understanding of the management features and sediment controls outlined in this document as they
relate�o the eng�neered proj ect p�ans.
• Perform a site investigation to iden�xfy all natural resources and mark and protect them as necessary i.e.
trees, vegetatian, and wetlands. Note any discrepancies that may ex�st between th� site and what is
shov�n an the engineered project plans as they pertain ta existing watercourses, ground cover,
�opography, wetlands, etc.
• Notify design engineer of any discrepancies.
■ Identify on site and downstream surface vvater bodies and insta�l cantrols to protect them from
s edimentation.
• Establ�sh a temporary s�a�ilized construction entrance per the New York State S'tandaYds and
Specifications f'o�E�osian and Sediment Con��ol�Iandbook, July 2�16, to capture mud and debris from
the tires of construction vehicles.
■ Install perimeter sediment con�rols such as silt fence as shown an the praject plans.
■ AIl earth disturbance during this phase should be limited to work necessary to install erosian and
sed�men�tation contro�s.
��r�,�`����������r����}�������'�.F���������,��
■ Install runoff and drainage con�rols as sho�vn or� the project plans and as necessary. These controls
should reduce run-off flow rates and velocities as well as di�er�off site and clean run-off.
■ Stabilize the con�eyance system i.e, ditches, sv�ales, berms etc. by seeding, mulching, instal�ing rack
check dams.
• S�abilize all run-off outlets as shown on the praject plans and as necessary.
• Limit soil disturbance�o small areas and preser�e as rnuch of the existing vegetation as practical.
• A11 topsoil stocl�piles shauld be sta�ed in an area away from surface v�aters and storm drains and should
be pratected and stabi�ized.
■ Earth disturbance is not al�owed in established buffers, within any regulated d�stance from wet�ands,
within the high vvater�ine of a body af water affected by tidal action ar other such protected zones.
• At any location�vhere surface run-off from disturbed or graded areas may flow off-site, sedimentation
control measures must be�nstalled to prevent sedimen�ation from being transpor�ed.
11 of 21
� Regular inspectians and maintenance should be performed as described in the following section.
• Construct temporary material storage and soil stockpile areas
■ In the event concrete is delivered and placed on site, delivery trucks �vill require an area to trucl�
barrellcone, chutes, and other equipmen�. A centrally located concrete�vashout area approximately 15-
feet square and 2.5-feet deep shall be constructed. This washout area shall be enclosed by silt fence,
Iocated next to a paved road and situated a minimum of 1��-feet fram a v�atercourse. If required,
ternporary diversion dikes shal� be canstructed around washout area to prevent stormwater from
entering washou�location.
• Waste material frnm concrete washout �perations shall be periodi�al�y removed and legally disposed af
when two-thirds of the vvashout storage area has accumulated with material. At�he end of construc�ion
a11 material fram the vvashaut area shall be remaved and disposed of.
• Remove perimeter silt fence when a permanent stand of�egetation is achie�ed.
■ �lear brush and trees Within proposed building envelope.
� Construct a temporary material stocl�pile area an indi�idual lot far hamebuilding construction. Size of
area may vary per homebuilder, however general mater�a�lstorage stockpile measures shovvn on
construction dxawings shall be followed.
• Perform required grading and hamebuilding operations
• Perform required utility cannections
• Stabi��ze lawn areas nat to be disturbed vvith seed and mulch
• P ave dri�ew ay.
• Stabilized remaining areas.
• Remo�e temporary erasion and sediment control practices ��.e. silt fence�
6.� IMPLEMENTING THE SWPPP
6.1 Employee Tra�ining
All employees on s�te sha11 be aware of the stzpulations of this S�VPPP as it per�ains to their e�eryday activities.
A�1 employees must be able ta recognize po�ential problems and have the abxlity to provide temporary
stabi�ization measures, as appropriate, to mitigate starmwater runoff before prohlems occur. The NYSI]EC
periodically holds workshops on erosion and sediment cantrol. It is recommended tha� on site persor�nel at�end
these �vorkshops to keep training current and up to date. A�l contractors and subcontractars involved with soil
disturbing activities shall ha�e a� least one trained individual from their campany be responsible for
irnplementation of the SWPPP and be on site when soil disturbing acti�ities are occurring.
6.� Site Inspections
The �wner sha�1 ensure al� erosion and sediment controls identified in the SWPPP are mainta�ned and effecti�e
fram commencement of canstruction to the filing of th� N�T. The �vvner shal� inspect the erosion and
sediment contrals identified in the SWPPP to ensure they are installed and maintained in accordance wi�h the
mast current version of the "11Tew Yor�k StandaYds and►Spec f cations far E�osion and Sediment Control". It is
the responsibility of the 4wner, Contractor and subcontractors to continuously monitor cans�ruction activities to
ensure the measures outlined in this rep�rt are being implemented. The owner shall have a qualified �nspector
perform site inspecttans for construc�ion a�tivities identified in Table 1 and 2 of Appendix B of the NYSDEC
SPDES �eneral Permit ��P-�-2�-001}. A qualified prafessional is defined as a person su�h as a Professional
En�ineer, C�rtified Prof�ssional in Ero�ion and Sediment�ontrol��PESC�or a�a�� scientist.
�nce construction begins regular inspection of construction activit�es by the qualified professional are required
at least once every seven �7} calendar days to ensur� deficiencies regarding erosion and sedimentation are
repor-�ed and corrected. Areas which ha�e not been fuliy stabilized, areas used for materia�s storage and all
structural contro� measures must be ir�spected to monitor erosion and assess �the risk of sedimentation. The
12 of Z1
qua�ified inspector sha11 certify all inspection reports. Inspection reports will be faxed to the�wner, �ontractor
and subcontractors�ithin ane business day of th�completion of the inspectian. �orrective actian to address any
deficiencies at the site shall be initiated v�ithin one business day of receiving the nntif"ica�ion.
AIl erosion and sediment cantrols must be ins�a�led and maintained accarding ta the New Yo�k S'tarida�ds and
Specif cations fnr EYosion and Sediment Cont�ol. The main items to consider are:
1. Site Stabilizatian - All harelexposed soils must be stab�lized by an established vegetation, straw or
mulch, matting, rock or other appr��ed product such as rolled erosion cantrol product. Seeding of areas
al�ng with mulching is encouraged, hovve�er seeding a�one is not cansidered acceptable f�r proper
s�abilizatian.
2. Sediment Barriers - Barriers must be properly instal�ed at all necessary perimeter and sensiti�e
�ocations.
3. Slopes - All slopes and grades must be proper�y stabilized with approved methods. Rolled erasion
contro�products must be used on atl slopes greater than 311,�r where conditions for erosian dxctate such
measures.
4. Soi1 Stockpiles - Stockpi�ed soi�s must be protected by the use of estab�ished �egetation, an anchared-
dawn straw ar mulch, rolled erosion control product or other durable covering. A barrier must be
insta�led around the pile�o prevent erasion away from that location.
S. �onstruction Entrance - All entrancelex�t locations to the site must be properly stabi�ized and must be
maintained �o accommodate snow management as set farth in the New Yorl� Standards and
Specifications for Urban Erosion and Sediment Contro�.
6. Snow Management - Snow management must not destroy or degrade erasian and sedirnent control
practices.
At the end of the canstruction season when soil disturbance activities will be finalized or suspended until the
foll�wing spring, it may be desirable ta reduce the frequency of the required inspections in accordance with
NYSDEC Winter 5ite Stabilization Standards and Specifications. To be allov�ed to reduce inspection
fr�quencies, the awner must notify the Regional �ffice stormwater cantact person xn writing prior to reducing
the frequency of inspe�tions. I]uring pe�.ods of reduced inspection frequency, inspections mu�t still be
completed at least every thirty�30}days.
The owner sha�i camplete stabilizatian activities �perimeter �ontrols, traps, barriers etc} befare proper
installatian is precluded by snow cover or frozen ground. If �egetation is desired, seeding, planting, and.lor
sadding must be scheduled to a�oid die-off from fall frosts and allow for proper germinationlestablishment.
Frozen ground, vvznter conditions and equipment can affect erosion and sediment control practices. Gheck for
damage during monthly inspections and repair as necessary. This is especially impar�ant during thaws and prior
to spring rain e�ents.Weekly inspect�ons must resume no later than March 15 or as directed by the Departmer�t.
If the soil disturbance is comp�etely suspend�d and the site is proper�y stabilized it may be desirab�e to reduce
the inspection frequency to a minimum of once ever� thirty (3�} calendar days. To be allavved to reduce
inspectian frequencies, the owner must notify the Regional �ffice stormwater con�act person in�riting prior to
r�au�in� ���frec�ueri�y c�I'in�p�t�tic�n5.
The SWPPP shall be re�ievved to evaluate its overall effectiveness in preventing sediment laden stormwater
runoff. Temporary stabilization methods shall be assessed, and new me�hods shal� be established, should any
method be determined to be inadequate. Al�changes sha11 be included in the SWPPP.
13 of Z1
A current copy of the SWPPP must be maintained on site at aIi times. The �vvner shall maintain a copy of th�
�eneral Permit, N�I, N�I Acknovvledgement Letter, �ontrac�or cer�if�cations, and inspection reports in the on
site Logbook. A11 record keeping shall be maintained on site and l�e made a�ailab�e to the permitting au�hority
upon request.
6.3 Maintenance
It shall be necessary ta maintain all temporary controls installed as vvell as vegetati�e measures across the site.
I]uring construction, maintenance of thes� stabilizatian measures shall be the responsibility of the �ontractors
andlor appropriate subcontractars. Vegetative plantings must not be allowed to become overgrawn. Vegetation
sha�l be remo�ed should it be ineffective and be rep�aced with a variety of grasses, trees and shrubs more
suitable for preventing stormwater runoff. Silt fences must be inspected regularly to ensure that they are sti11
effective and their capability to reduce stormvvater runoff has not been reduced due to prolnnged sun exposure.
Guidelines and recommendatinns for instal�ation and maintenance practices can be found in the "New �ork
Standa�ds and►5`peci acations for E�osion and Sedirnent�'ont�ol".
5,4 �ertification
Prior to star�ing construction, the �wner must certify that to the best of their knov�ledge this S'VLTPPP was
prepared in accordance with the requirements in the NYSDEC SPDES �eneral Permit and that it meets a�I
federal, state and local erosion and sediment can�rol requirements. The cer�ifying statement is contained in the
N�I,
A11 appropriate contractors and subcontractors invo�ved in soil disturbing activities are responsible for fully
imp�ementing the SWPPP. They are required to sign the certifying statement presented in Append�x A of this
report.
AlI weekly inspection repor�s are ta be certified by the qualified inspector performing the on site inspections.
6.5 Pro j ect Completian
At the time of final stabilization, the �wner's Site Inspector shall perform a finai site assessment to verify that
all constructian acti�ity �dent�fied in the SWPPP has been campleted, that all disturbance has undergone f�nal
stabilization and that a1Z temporary erosion and sediment controls ha�e been r�moved. Final stabilization as
defined in the General Permit "means that all soil disturbance activities have ceased and a uniform, perennial
vegetative cover with a density of eighty (8�} percent over the entire per��ous surface has been established; or
other equivalent stabilization measures, such as permanent landscape mulches, rock rip-rap or washedlcrushed
stone have been applied on all disturbed areas that are not covered by permanent structures, cancrete or
pavement".
�nce a final site assessment has been conducted, a N�T shall be prepared and certified by the ��vr�ers' Site
Inspector as described in Se�tion 1.1 af this repor�. The N�T should�then be signed by the�wner and submitted
to the NYSDEC. All record keeping must be kept for at least five (5} years from the date that the site has
achie�ed finat stabi�ization.
14 of 21
App�ndi� A:
Site Location Map
�5 of 21
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PREL�NliNARY 1 N�T FOR C�NSTRUCTI�N
UNAU7HaRlZED ALTERATION OR
ADDITI�N TD TH1S D�CUMENT '� � '� � i � � ■
15 A VIDLAli�N OF THE
NYS EDUCATI4N LAW. • ► - � • � + - + � � � * -
C4PYRIGHT LAN5ING
ENGINEERING� PC.
L�.���1"�1�
SI TE L��ATt�N M AP
E N � I i\1 E E R I f\1 G
2452 STATE R�L1TE,�J,SLJITE 301 PROJ. NQ: 7Q7.�7 �I �
MALTA,rv�r�202o SCALE: A5 SHOWN L
[51 e]899-524� DATE: �i�����'���� SHEET 1 �F 1
App�ndi� B:
Erosion and Sediment Control Plan&De�ails
16 of21
Appendix �:
Notice of Intent(N�I}
17 of Z1
�644�89821
N�T I CE �F INTENT
New Yark State Department of En�ironmental Conser�ation
���� �: ` Di�is�on of Vlrater
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��5 Braadway, 4th Flaor NYR
Albany, New Y�rk 'f��33-35�5 f for DEC �se onlyy
Starmwater Discharges Asso�iated with Constructi�n Ac�ivity Under State
PQllutant �ischarge Elimination System �SPDES} General P�rmit # GP-�-���-���
All sections must be completed unless otherwise noted. Failure to complete all items may
result in this form being returned to you, thereby delaying your caverage under this
General Permit. Applicants must read and understand the canditions of the permit and
prepare a Stormwater Pollution Prevention Plan priar to submitting this N�I. Applicants
are responsible for identifying and obtaining other DEC permits that may be required.
-IMP�RTANT-
RE T T H I S F�RM T� T H E AD D RE S� AB�VE
�WNE R��PERATOR M[TS T S I GN F4RM
�-- -� � .
� �wner/�perator Informatian
4wner/� erator ���m��� Name/Private �wner Name/Munici ��.it Name� �
�i - � , �
B e 1 1 a H o m� e B u i 1 d e r s , I n c .
• ., . F e.e •� . •• � h v
Ownerl��erator Contact Persan Last Name �N�T CDNSULTANT}
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D � � P a u 1 o I � �
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Owner/�+ �rator Conta�t Person First Name
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�wner/��,��rat�� i��ili.�� Addr�ss
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Page 1 of 14
64oi�898�8
�.-
.�
Proj ect Site Infarmation �5�k
Pro�ect/Site Name
- _ •-- , -_ - e ��- 'i
C r e s c e ,� t S t � r � e t R � . s i d e n" t i a 1 D e v�� � 1 o p rn e n t
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Street Address �N�T P.O. B4X�
� �
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C r e s c e n � S t r e e t , ! u
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Side of Street
� North � South Q East a West
Cit�/Tawn/Vi11a�� �THAT ISSUES BUILDING PERMIT}
, �
C i t o f " S a' r a t o a ' S . _ .r. i n � s �
Y . . g _p g� Q �
- �_ ... _,T... ... .�
�tate 2��. Count� DEC �� ion
N�Y 1 � � 6 6 - S a r a t o g a �
Name of Near��� Crass Street _ _
J a G k s o n S t � r e e t
Di������ �:� I������� ����� ������ ��'���� Proj ect In Relation to Cros s 5treet �
� Q North � South � East �West �
T ax Map ����s T ax Map Numk�e r s ,
Section-�����-Parcel
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1 7 9y . � Q 9 L � � 1� i 1� 7 9� , 2 9 � � - �
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� -
l� Pravide the Geographic Coordinates for the project site. To do this� go to the
NYSDEC Stormwater Interactive Map on the DEC website at;
https:�/gisservices.dec.ny.gov/gis/stormwater/
2oom inta your Project Location such that you can accuratel�r click on the centroid of
your site. �nce you have lacated the centroid of your project site� go to the bottom
right hand corn�r of the map for the X� Y coordinates. Enter the coordinates into the
boxes below. For problems with the interactive map use the help function.
X Coordinates ��astin. � Y Coordinates ��or�hi���
.- , , -
w 7 � I ■ I L � � � � J
� � ' - - -
Ex. -73.749 Ex. 42.652
fr .� -• •_ � .` �� _' -_- - .� �. i
2. What is the nature of this constructian proj����
.,
,,. ..,�.................„ , .
�J'�T�w �or���truct��i�b��' '' " .
{ � Redevelopment with increase in impervious area
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� Redevelopment with na increase in impervious area
�
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�
Page � of 14
41o�osgs2g
3. 5elect the predominant land use for both pre and post developm�nt conditions.
SELECT ONLY �NE CHQICE F�R EAGH
Pre-Development Post-Development
Existing Land Use Future Land Use
� F4REST Q SINGLE FAMILY H�ME Number of Lats
_�.
(� PASTUREIaPEN LAND � SINGLE FAMILY SUBDIVISIQN A 6
� CULTIVATED LAND � TaWN HOME RESIDENTIAL �Y
� SINGLE FAMILY H�ME Q MULTIFAMILY RESIDENTIAL
� SINGLE F�IMILY SUBDIVISI�N Q INSTITUTI�NAL/SCH�OL
� T��nTN H�ME RES I DENT IAL Q INDUSTFtIAL
Q MULTIFAMILY RESIDENTIAL Q CQMMERCIAL
� INSTITUTIaNAL�SCH��L � MUNICIPAL
� INDUSTRIAL � R�ADIHIGHWAY
� C�MMERCIAL � RECREATI�NAL/SP�RTS FIELD
Q R�AD/HI�H�nTAY Q BIKE PATHITRAIL
Q RECREATIaNAL1SP�RTS FIELD � LINEAR UTILITY �water� sewer� gas� etc. }
Q BIKE PATHITRAIL Q PARKING L�T
� LINEAR UTILITY � CLEARING/GRADING �NLY
� PARKIN� L�T Q DEM�LITI�N� N� REDEVEL�PMENT
� �THER � WELL DRILLING ACTIVITY * ��il� Gas, etc. }
� � nTHER
. __ �. . ._ � . , .�_ _. _. �.,_ ,. . � . _ ._
�
�
*Note: for gas well drilling� nan-high volume hydraulic fractured wells only
��
� . ��. a�����a���� �i�.� ��� 1����r ���r��n �1�� �� �������m�nt ��° .�al��
��i���' t�,� ���t�� ��'�j��� ���� �x��� ��� ����� �,r�� �� �� �������`����
�:�i��i�� �������i��� ���.� �� �� .������`l��c� ���� �������.������
a����i����� � �,r�c� �.�� ��,��a�� ������������ �r��� ������������ ��.���.�, ���
��i������� .��'��, ������1� t� ��'l� 17����.��,_ #��T���'l �� �ii ���'�� }
�tur� Irn��r��t���
���� �,�.�� �'���� ��� �� ��.�s��x��' ��►���r���� ��� �'�i..��.�
� ��� �� L3������d ��� �� �� �����x���� l����r����� ���
, , i
� �. , � � * � � � , � � * �
�
5. Do yau plan to disturb more than � acr�s of soil at any ane time? � Yes � No
� �� . -
�. �r��i�:�t� t1�� �������.���� �� ����, ������].���� ���� ����r��{�I��� �� ��� �i��.
A F� � �
,
M
� � � � � � �� � �� �
7. Is this a phased proj�ct? �} ye� � NQ
�,
��.��� D�►,t� ��c� ��.��
�. ��a��� ��i� ������� s���t ���1 �r��.
1 ,� i � � zo � o — 1� � 1 �' � � � �
����� .c�� ��� �1������ar��� , ,
,����.,��.��,��. . — . .. . __ . _ .
Page 3 of 14
86���89821
��1�. Id�ntify th� nearest surfa�e waterbody{i�s} to which construction sit� runoff will ��,
discharge. �
N���
� f fls i t e W e t 1 a n d s
_ - - � _ -
e�. v_ __ . .._ .. � �
���� "��r�� cat ��t������ ����i��.���� �� ����ti�r� ��
{�.a ���l��i� � ����::� ��r��.�c��.�:�.i��, ��� �i��� ��,����: ���
av� ���l��� � ����� ����.s�.�.��i�r� ��� ����
� �T��1���. � ������� ���i.�c������� �r� ���� ������ ���
�� ���l�t��1 � �`�����1 ����'i�������n ��� �.��`+�
��� �����r� � ����� �� ����
��� ������ � ����� ��� ����
Q River �n Site
9b. How was the wetland id�ntified?
�� ��.��r ��� ����
`� ���� �`� ��-�� � Regula�ary Map
� ���'� ��� ���� Q Delineated by Consultant
�����-���' T��� �� �i�� Q Delineated by Army Corps of Engine�rs
�� �t�r�� T��� 4f f Site � �ther �identi���
o -��---�—.
l�. Has the surface waterbady�i�s7 in question 9 been identified as a a yes l� No
3�3td} segment in Appendix E of GP-d-2�-DDl?
��. Is this projeGt located in ane of the Watersheds identified in
Appendix C af GP-0-20-OD1? �Yes �Na
_ _ _ �
12, Is the project located in one of the watershed
areas associated with AA and AA--S classified � Yes �� No
waters?
If no� skip question 13,
,- --_ -.� _ __
1�� Da�s �hi� const������r� ���tiv��y distur� �.�,�� +�ith no
existing imp�rvious �o�re� �,nd where �he �oi� Slape Phas� �� Q Y�s �N�
identified as an E or F on the USDA Soil Survey?
� ��I,,.,f„ ��$, wha� �i� �.he ����,��g.�.� �� be �,�s turb,ed�� ...
, . � . .�
14 . '�Till the project disturb 50115 within a State
regulat�d wetland or the protected l�D foot adj acent � Yes �� No
ar�a?
Page 4 o f 14
64�3Q898�0
��� ���� ��� ���� �����.� ��t�� � �������� ����� ����r
���t��� ����l�c�ir�� �:�����,�� �,��i��� ����.��� ��.�+����� �� ��� � ..� �T� ��� [�r�k���r�
�1..��'���'�S� ���� �
16. TnThat is the name of the municipality/entity that owns th� separate starm s�wer
system?
C i t o f S a r a t �o a S r i n s �
� g p g
,
._ . ._ : . ..
���, ���� r�l�l'�" �`1.7,I�.��� ���T�. �.�� �1�� ��1���' r� �����' �1��������� !�_�' '��� � �'� �� ��,�.17�W�
�� � ��r�d����� �������
18. Will fut�re use af this site be an agricultural property as
defined by the NYS Agriculture and Markets Law? � Yes � No
1�. �� ��.�� �����r�� �wr���l ��r .� .�t��� �r���������� ����� �������� �
��.���s � ��
���€��-�1 �����r�m��t �� 1���� g���rr�r������ !
�0� Is this a remediation project b�ing done under a D�partment
approved work plan? �i.e. CERCLA, RCRA� Voluntary Cl�anup � Yes � No
Agreement� etc. }
��i ��� ��� �����}���'�� I=•.J.4�����.Y� �1 iA,l ����,LL'Ll�if:� ��'.I 1 IJ 1 4.f� '��ilL����ll� L'� 'L�L�
����� i���� ���������. �.� ��r�����k��ll�� �r�t 1� ���' ��i��z�� ��� � ��� ������
.������r�� ��� ����i��.����.o�� :��or �r��i�r� �r��, ���i��r�� ��r�����
��.]�� F��u� ������
�
�2. Does this construction activity require th� development c�f a
SWPPP that includes the post-construction stormwater management
practice component �i.e. Runoff Redu�tion� Water �uality and � Yes � No
Quantit� Control practicesltechniques} ?
If No, skip questions 23 and 27-39.
�3. �•1�� �.�� ��o�'�-��r������t��r� ����`�.�r���r ��r��������. ��`���i�� ��������.�
�.
�� ��� ����� 1����i ��������� �r-► ���.��rr�rt��-��:� ��ri#�� ��� �r�r����: ��`� �.�'� ��� �_.:����
����rn��t�� �:�r��:������ :��s���� ��.�i����
Page 5 o f 14
025�o$gs25
�� 24. The Stormwater Pallution Prevention Plan �SWPPP} was prepared by: ��
! Profes sional Engineer �P.E.)
� Soil and Water Conservatian District tSWCDy
�Registered Landscape Architect {R.L,A�
� Certified Prafessional in Erosion and Sediment Cvntrol (CPESC�
� �wner/Qperator
� �t��r
i . -- - -
__ _� — -- _ �- � � -_-.� _.. — __�.. ._
����� Pr���rer
Lan� s � ng� Eng in � e � ingl i �
_ �
�.. �
�.,_. �- � _ 9.- _ __ ._�._ .� .__ L.- ._ __
ContaGt Nam� �Last� ���a ce� First�
_ __ _ ' _� _ ._.. _ - 0 4
L a n s i n g„ � Y� a t� e S� S c o t t
V
i, i��ilir�� Address
- --- - - - �
2 4 5 � S ty a t e R o u� t e 9 � S u i t � 3 � 1�
Git�
M a 1 t a � ! ' �
I� d
� � .
Stat� Zi�_ e _ _ — �_�
N Y 1 � 0 � � _ �
4
����� ���
�„ ��..�� . �
� 1 8 -� 8 9 9 -- 5 � 4 3 5 1 8 - 8 9 9 - 5 2 �' 4 5
�
�r��i 1
. � � - - -
y s l � lan� s ingeng� in� e � r ing � com �
_ .. — � �-��—
M
,
�
. � ._ . _
�
..�
SWPPP Preparer Certification
I hereby certify that the Stormwater Pollution Prevention Plan �SWPPP� for
this project has been prepared in accordance with the terms and conditions of
th� GP-fl-20-QQl. Furthermore� I understand that certifying false� incorrect
or inaccurate information is a violation af this permit and the laws of the
State of New York and could subject me to criminal� civil andlor
administrative proceedings.
Fi r s t Narae MI
Y a t e S � S
Last Name
L a r� � i��. � _ _
�
����tur❑
Date
� 1 �. f � 6 / � n � 2o
_�
Page 6 of 14
�005o$�82z
��f Has � Ganst����ion �������� ��������� ��r ��� ������� ������m���
� ��_r�
practices l���r� pr������? Yes �T�
2�. Sel�ct all of the erosion and sediment control practices that will be
employed on the project site:
Temporary Structural Vegetative Measures
� �heek Dams Q Brush Nlatting
Q Construction Road Stabilization Q Dune Stabilization
Q Dust Control � Grassed Waterway
Q Earth Dike �Mulching
� Level Spreader � Protecting Vegetativn
� Perimeter Dike/Swale a Recreation Area Improvement
� Pipe Slope Drain � Seeding
Q Partable Sediment Tank � Sodding
� Rock Dam Q Straw/Hay Bale Dike
� Sediment Basin Q Streambank Protection
� Sediment Traps � Temporary Swale
� Silt Fence � Topsoiling
� Stabilized �anstruction Entrance Q Vegetating Waterways
� Starm Drain Inlet Prvtection
P�rmanent Structural
Q Straw/Hay Bale Dike
Q Temparary Access Waterway Crossing � Debris Basin
� Temporary Stormdrain Diversion �Diversion
Q Temporary Swale � Grade Stabilization Structure
� Turbidity Curtain � Land Grading
Q Water bars a Lined Waterway (Rock�
� Paved Channel �Concrete y
Bi�technical � Paved Flume
� Brush Mattin � Retaining ji►tall
g
�;nTattlin �Riprap 51ope Protectian
�
� Rock �utlet Protection
4ther � Strearabank Protection
,
I
�
Page 7 of 14
�18�D89828
Pvst-construction Starmwater Management Practice �SMP} Requirements
Important: Completion of Questians 27-39 is not required
if response ta Question 22 is No.
��. Identif all site lannin ractices that wer� used to re are the final sit� 4�
Y p g p p p
plan/layout for the project.
� Preservation of Undisturbed Areas
� Preservatian of Buffers
B
� Reduction of Clearing and Grading N
Locatin Develo ment in L ss 5ensitive Areas �
� g p e e
�
a Roadway Reduction �
p
� Sidewalk Reduction �
i
�Driveway Reduction
� Cul-de-sac Reduction
� Building Footprint Reduction
� Parking Reduction
i
�� {
o� ��
27a. Indicate which of the following soil restoration criteria was used to address the
requirements in Section 5. 1, 6 �"Soil Restoration"� of the Design Manual
t2o10 V��S�on7 .
a All disturbed areas will be restored in accordance with the 5oil
Restoration requirements in Table 5.3 of th� Design Manual �see page 5-22} .
Q �ompactecl areas were considerecl as imperviaus co�er when cal�ulating the
WQv Required� and the compacted areas were assigned a post-constructian
Hydralogic Soil Group �HSG7 designation that is one level less p�rmeable
than existing conditions for the hydrolagy analysis.
��. Provide the total Water �uality Volume �G�T�v� required for this praj ect �based on
final site plan/layout} .
Total WQ� Required
S k �
�
■ � � �i�4.rJ..�`���{r
29. Identify the RR techniques �Area Reduction} , RR techniques �Volume Reduction� and
Standard SMPs with RRv Capacity in Table 1 �See Page 9} that were used ta redu ce
the Total G�T�v Required�#28� .
Also. provide in Table 1 the total impervious area that �ontributes runoff to each
techniquelpractice selected. For the Area Reduction Techniques, provide the total
r'�rltr'1.}`7L1t1T7� arPa �inrlu�lPs �e�vi�us arPa� �n�i� i f a��licarlP� thP t�tal im�Prvi�u�
area that contribut�s runoff to the techniquelpractice.
Note: Redevelopment proj��ts shall use Tables 1 and 2 to id�ntify the SMPs us�d
�
to treat andlor reduce the W�v required. If runoff reduction t�chniques will nat
be used to reduce the required Tn]Qv, skip to question 33a after identifying th�
SMPs.
Page B of 14
7 7 3 8�$9 8�2 Table 1 - Runaff Reduction �RR� Techniques
and Standard 5tormwater Management
Practices �SN�s)
Total Contributing Tatal Contributing
Area �a�res� Impervious Area�acres�
RR Techniques (Area Reduction�
,
I .� .
� Conservation of Natural Areas tRR-1) . . . _ _ and�or .
� ��x��tflow to Riparian '
����ers/Filters Strips (RR-2� , , , , , , , , , , � and/or �
. � �
. . . I
� Tree Planting/Tree Pi t �RR-3} F , , . „ , , , . y - and/or •
a
- � and or� r �
� Disconnectian of Rooftop Runoff �RR 4� . . � _ _ � _
RR Techniques tVolume Reduction�
�Vegetated Swale �RR--5y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •
� Rain Garden �RR-6� . . . . . . . . . . � . . , . . , . . . , . , . . . � , . . t . . . . . . . . . . � �
� Stormwater Planter (R.R-7� . . . . . . * . . . . . . . . . . . . . . . . � . , . . � . . � . . # f i
� Rain Barrel/Cistern �RR-8} . . . . . - . . . t . . * - - . . � , . . r . . , , . _ F . . . , . . �
QPorous Pavement �RR-9} . . . . . F . . . � . . . . . � . . . . . . . . . . . . t . . . . . . � . . . . �
A�■ I y
� Green Roof ��-��/} • • • • ■ ■ • • t • i F i i i i� i �J i i} i F i i i • i k � � F � • i • i k � � � � i � �
Standard SMPs with RRv Capacity
I �
Q Infiltration Trench �I--1y `
� s • � ■ s • ■ t ■ * f • � • a ■ � • s i • � • � * F • r � • � • � • e •
�
� Infiltration Basin �I�2] '
• • • t f � ■ r ■ i ■ � ■ * i s e t ■ ■ � ■ t F t • * ■ f �t ■ * r t ■ t ■ ■
�Dry We 11 t I--3� - �
• ■ ■ �r ■ i� r r ■ ■ .E a t ■ a- r i � r r a r a r a r � • y • i � ■ • � • a r r r a • a. a • � r
�Underground Inf i 1 trati on Sys tem t I-4� `
F a ■ * � a r F ■ F ■ F s w i r i � ■ i ■ i� r i
� Bioretention �F-5} `
• • � • ■ • • ■ ■ • • • � • � F i i t i F i a � • i • t • F i � i t � i F i F i a a w �
�D ry �1���� ��/-�J / • • • • ■ • • � ■ ■ ■ • • • • • i F i i i t ■ F ■ i° i � i i ! F i F i i ■ ■ � i F F i � i i �
Standard SMPs
a Micropool Extended Detentian �P--1� . . . . . . . . . . . � . . � } . . . . . . , � . . '
�Wet Pond t P-2} �
• � ■ • r � r F ■ t F t ■ i F r • t i � i r t a F t ■ � a t F • F a r • • • t • F • t • o � • t
�Wet Extended Detention tP-3y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • '
�Multi le Pond S stem P-4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I F
P Y � �
� Paeket Pond �P-5} . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
� Surface Sand Filter �F-1� � � F • . � F • FF . . F • . • • � . � . Fr , . • � F . • F • . � • F . ..
�Underground Sand Filter tF--2� • F � Ft � • . � • � . � � • i • � • . . it . � t � F � . � • �
� Perimeter Sand Filter (F-3y • • • • • • • • • • • • • • • • • • • • • • � • • • • • • • • - • • • �
� 4rganic Filte�e �F-4� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y
� Shallow ■�G I.w��i�� �f��i y • * ■ F i F i � � r � i F i F a � ■ r a � • i ■ � r i � a � r s ■ � • � � • � • � �
� Extended Detention Wetland �W-2� �
� F • a • r • � a � • i a • i • a a i a a� • • f a t • i •
� Pond/Wetland System �W--3 y �
• • i F f s � • a • • s ■ ■ • t ■ r � s F ■ ■ ■ t * ■ . • r � ■ i ■ ■ � •
Q Paeket Wetland �W--4� .
■ ■ ■ • • ■ ■ � � • t • • • • �� �� • � • r • � s � • • � • a ■ ■ • � i F F • r • ■ �
�Wet Swale ��-2� . . . . . . . s . . * . . , . t � . . . , . . , . _ rt . � . � , , . � . . , . . , . . � . . •,
Page 9 of 14
4762�89822
�{:f
Table 2 - Alternative SMPs �5,
�D� N�T INCLUDE PRACTICES SEING I
USED F4R PRE TREATMENT �NLY y ,
Total Contributinc� �
����nativ� SMP Impervious Area{acres} u
- �
� Hydradynamic . . . . . � . . , . . � •
. . t � , . � . * . * . . � . . . . * . . . , . , . . . . , . , . . .
�Wet Vault .
• • . . • • � � � • P . . � � • • • a i t s Y i � s • F t • • i� • r � + F t � �t e f i F � ■ F � F i
�Media Filter .
t i r a r i � ■ a � fi ■ F ■ a r + 6 4 i + r • t + + + F f � + • + • i� + F ■ �F + • • • + F �I R
������� r
■ t ■ ■ ■ i s # t ■ ■ t ■ ■ � � ■ t �
. .�t -._ ....�.-
�r���.�� t�i� r�ame and manufacturer �f ��� ��.������Y�r� ���� ��.��
�r��rie���� �a���tice�s} � bei��� ����l ��� ��� treatment.
���� � �
� ��
� � _. - _--�.� -� - - �
��������u��� � I
. Note: Rede�relopment projects which do not use RR techniques■ shall
use qu�stions 28. 29. 33 and 33a to provid� SMPs used� total
W�v required and total WQv pro�rided for the proj ect.
ti �
�
�
30. Indicate the Total RRv provided by the RR teGhniques �Area/Volume Reduction7 and
Standard SMPs with RRv capacity identified in question 29.
Total RRv provided
• I _acre-feet
�� - - - —
31. �� ��i� '����1 ��� �r�a�r���� ����� ������� ���r� c��° ����� �� t��
t���� ����r ����i r��� ����� .
QYes �Na
� Tf Yes� go to question 36.
If No, ga �a question 3Z.
� _�� .,.�.�.
32. Provide the Minimum RRv required based on HSG.
[Mi n imum RRv Re qu i r e d = �P} ��. 9 5 7 �Ai� /12� Ai=�S� �Ai c 7 ]
Minimum RRv Required
• C acre-feet
���� �� ��i� ����.� 1��� �������� �#.��� �r����� t l��r� �r ���a�� �� 1�h�
Minimum RRv Required {#32 7 � �Yes �Na
If ���� �� �� ����.�c�n ��.
����: �'�� t�� ����� �������� i�i �����.��n ��� ��� ��ixc��,ri�� ����
„ �����.� �.��. ��i�-,�. 1 ������i�r�� .���r�t ���.��� �����i�� ��r� rr�,� ����'���-��r��
�,��'� �� Tr���r �������� ���'�� � � ����i����� ����u�t��� '�f t��
������i�� ��.�� l�rr�it�ti�r�� ��{d ��.��i�i��t��� ��r ��� r��l��i��
�t���'��. �.� t�L�� i��� ���.�lu���� ����� rr���.� al�� �� �������� �� �1��
SWPPP.
If No, sizing criteria has not been met� sa N�I can not be
processed. SWPPP preparer must mvdify design to meet sizing
criteria. ,
� ,,
Page 10 of 14
��6608 g$��
33. Identify the Standard SMPs in Tabl� 1 and, if applicable� the Alternativ� SMPs in
Table 2 that were used to treat the remaining
total �nT�v�=Total WQv Required in 28 - Total RRv Pro�ided in 3�y .
Also, provide in Table 1 and 2 the total impervious area that contributes runoff
to each practice selected.
Note: []se Tables 1 and 2 to identify th� SMPs used on Redev�lopm�nt projects.
���� ���1��.��t� �h� �°���� ��� ����ri���� �i.�, ��� ����.���i� k�� ��� ������
�c����ifi�� �r� �r������r� �#�� ���. �����.�,r� ��1F�� w���. ��� �������� ���n����ed
�� �r������� ���.
�v T����ri��c�
� ��r�-f���
��Iw.l��. �~�� ��,�� a�������� �LJ�� ��..,�� ���� ����.����� ��� ��� �.������� �� ���� �����ZC.�
� ��� ��� ����������1 u���� �:�� �����a�l�����.r�� �.rr�.������ �.��� �� ��� �r��:�ice
- R�� �������� �� ���� ��������. {��� '���,���� �. � �.� 1������ ��.���1�
� �
,
34. Provide the sum of the Total RRv provided �#3D} and -
the TnTQv provided �#33a 7 . �
��. �� ��� �r�m �� ��i� F�1�v ��o�ic��� ����� ��i� tl�� �1�� ���vi���
������ �������~ ���� �r ��u�� ��� �.t�� ��t�l ���r ���q����� ����� '� � Yes �No
��` ���� �� �� �����.�� ��.
�� ��� ������ ���.����� ��.� ��� �� ���� S o Noi ��� ��� ��
���������� ���� �������� m��� ����� design to ���� ��.��r��
������i��
P
.r
36. Provide th� total Channel Protection Storage Volume �CPv} required and
provided or select waiver �35a} � if applicable.
CPv Required CPv Provided
- acre-feet - acre-feet
.
�.��.. The need t� ����.��� +���annel ���������� ��.� ���� +������ �������:
�::� �.��� �������c��� �1�����1� t� �id�l w����.�
�� a ����1� ����� �� �.����r ���-���.
� l��d����a� �� the tot�� ��� �� ��������� �a� ��.��
t��c����i ����c�f f reduG�i�� ����r����� �� �r�f il������r� ��������.
�
,
37} Pravide the ��r�rbank Flaod �Qp� and Extreme Flood �Qf� cantrol criteria or
select waiver {37a} � if applicable.
Total �verbank Flood Control Criteria �Qpy
Pre-Development Post-development
, .-
� � cFs 1 � cFs
Total Extreme Flood Control Criteria �Qf�
Pre--Development Post-develapment
-- - - ; - - - �
* �CFS � � CFS
_ ,
Page 11 of 14
1310�89822
���� ��� ���� �� ���� ��� �� ��� �f �������� ��� ���� ��i��� �������:
��� ����� �i���1������ ����e��y �� t��al ��:����
�� � �����i ����� �r �.����r ������*
�`r L������.���n� ���T���� ������� t�i�� �1�� �� �r��l ��
��������� ��� ��� ��������
�8. Has a long t�rm �peration and Maintenanc� Plan far the
post-construetion stormwater managem�nt practice�s� been � Yes � No
d�veloped? -
If Yes� Identify th� entity respansible for the long term
4peration and Maintenance
.� ___ - - � _ .�. �,� .
��� ��� ��ii� ���,�� �:� ��.�nr�a����� ��i� �������.+� ���� �.���.������� �r��l j ra��.,��`�,���.����:
��r x��� �����,�r�� ���� ��� ��� ���������#��� . ���� r������.��ri ����
T�i�� �.���� ��� ���� �� �s�� ��� ���i�� �����.r��r�� �.������ �.�.�����t:�i�r�.
��
� �r
Page 12 af 14
4285a8982�
4�. Identify other DEC permits� existing and new, that are required for this
projectlfacility.
� Air Pollution Control
� Coastal Erosion
� Hazardous Waste
� Long Island Wells
� Mined Land Reclamatian
Q Solid �7aste
� Navigable Wate�s Protection / Article 15
Q Ti�ater f�uality Certificat�
Q Dam Safet�
Q Water 5upply
Q Freshwater GiTetlandslArticle 24
Q Tidal G�Tetlands
� Wild� Scenic and Recreational Rivers
Q Str�am B�d or Bank Prot�ction / Arti�le 15
Q Endangered or Threatened 5p�eies �Incidental Take Permit}
� Individual SPDES
� SPDES Multi-Sector GP N Y R
� Other I
,
� None
�1 i 9�fV�� ��1� ry�J�*F���� ���tLL�L�. tii L�� ��Y +�+a-ae��� �h../� ��������� h �
1 J f � �� ��� � �� �
������i��1 Pt�L'F[11�,�
�� ���{ ����t���� ����?' �� ��l�r���. ,
42. Is this proje�t subj�ct to the requirements of a regulated�
traditional land use control MS4? � Yes Q No
�If No, skip ques�ti�n 43�
` i� ` ' �� ���L� ���I'l�� .�� ��'l�' ���������
��. ���.� ��1� ��� ��1'���� �i!������IZ�� ���f�
�����t i�� ������� �r ��.��ki��� �������� ' ' ` � ��� �;���r�
�������1 �n�c� .��m�tt��l ����c�
��a��� ����� ����� ,. ,.,,� ,.,�,,..,,,�.,.,�, „ ,,,,,,, ,.,,..,o.,,,�
44. If this N�I is being submitted for the purpose of continuing or transferring
coverage under a general p�rmit for stormwater runoff fram construction
a�tivities� please indicate the former SPDES number assigned•rN�Y R
Page 13 o f 14
354�o$�g26
�_ .
� �3������������� �����.�������r�
� �,�v� r+�a� �� b���► advi��� �� t.h� p�rrr�i� cc��ci�.�ic��.� �r��. ���.���� t h�� � �.r���r�t�r�d ����n. X �,���
�r�c��r���r�� �h��� u���r �h� ���� �� t�� ������� t���� m�� �� ��������i� x���ui������s. I ������ �+���i��,r
th�� ����s �t��uu������ �r�� t�� �.�r�����t����� ��a���t��� w��� �������� und�� �� �i:���t��o� ca� �t����v����r�� � ar�
����� ���� ����� ��� ��.�r.��f����� ���i�:l�i�� ��� s��m.�t�i,r�� ��.�.�� �����r��t���� �i�����i�,� t�t�.� ����i��li�� ��
���� ��� .��������r���� ��� 1��.�v�.�r�� ������ic�r��. � ��a�t1��� �r��������i� ��a� ���r���a�� ���c��� t��i.� ��r��r�� ��e�mi t
wi1�. �� ide��t��i�� �ra �h� a�kr���r�.��l�g��r�� �t��t � w�.3.1 r���i�r� a� � r���a�.� �� .�u�r�xt���.r�� �t���� �#�� ��.�1 ���
l�� �.s ��r�� �s ��.��� ���� b������� c�a�� �� ���v��d�� ��� i� ��� g��r��r��� ��rr��t. � ���� ������t�r�c� tl���, l��
��i��i��i�g �h�� ���� � �m ��kn��rl.���i�€� �t��� ��i� ����� l��� ���er� +���������i ���d a��11 �� �.m��1�m�n��� ��� t��
fi a��t ������t �f ��r����u�t i��� ��� �g���i r�� �� ��z�r�,�.� w�t� �.�� ���� ��r�s �r��1 ��r��1i���a�� �� �1�� ��n����
����i,�t ��� ����h ��ia.� N��: �� '���ra� ���l��ni:fi��d.
��i�� �ir�t N��� I�I
� � � � � � � �
��in� ���� ��m�
,
�� ���� � �, .
��rn�r���r���r �i������
����
� � � � � � � � � � �
Page 14 of 14
App endi� D:
Notice of Terminat�on(N�T}
18 of Z1
New York State Department of En�ironmental �anservation
Divrsion �f V�ater
��5 B roadway, 4th F I�or
A[bany, New York 'I�233-35�5
*�N�TE: Suhmi�completed form to address abo�e�*
N�TI C E �F TE RIVI I NAT��IV for Storm Water Discharges Authorized
under the SPDES General Permit for Construction Acti�ity
Please indicate your perm�t identifi�ativn number: NYR ����
I. �wner or�perator Information
�. �wnerl�perator Name:
2. Street Address:
3. C�tylStatelZip�
4. Contact Person: 4a.Te�ephone:
4b. Contact Person E-Mail:
��. Project Site Information
5. ProjectlSite NameE
�. Street Address:
7. CitylZip:
8. County:
Ilf. Reason for Termination
9a. ❑All disturbed areas have achieved fina! stabilizat�on in accordance w�th the general permit and
S�IIIPPP. *Date final stabilization com leted monthl ear :
9b. ❑ Perm�t coverage has been transferred ta new ownerloperator. I ndicate new awnerloperator's
perm it identification num ber: NYR �� _
�Note: Permit caverage can not be terminated by o►nrner iden�ified in I.'i. above until ne►ry
ownerloperator obtains co�erage under fhe general permit}
9c. ❑ �ther�Explain on Page 2}
IV. Final Site lnfarmation:
1 Da. Did this construction acti�ity requi�e�he de�elopment of a SV�IPPP thaf inc�udes post-construction
stormwater management practices? ❑ yes ❑ no � If no, gv to question 1 Df.}
�Db. Have all post-construction stormwater management practices included in the final SWPPP �een
constructed? ❑yes ❑ no �If no, explain on Page 2}
1�c, Identify the �ntity respvnsible for I�ng-term operation and ma'rntenance of practice�s}?
Page 1 of 3
N�TI C E �F TE RM I NAT!�N for Storm �IVater Discharges Authorized under the
SPDES General Permit for Constructivn Ac#i�ity-continued
10d. Has the entity responsible for long-term aperatian and maintenance been given a copy of the
operafian and maintenance plan required by the general perm it? ❑ yes ❑ no
1 De. Indicate the method used to ensure Eong-term operation and maintenance of the post-construcfion
starmwater management practice�s}:
❑ Post-construction stormwater management practice�s�and any right-of-way�s} needed to
maintain practice�s} have been de�ded to the mun�cipality.
❑ Executed maintenance agreement is in place with the municipality that will maintain the
past-construction stormwater management practice�s}.
❑ For post-construction stormwater management practices that are pri�ately awned, a mechanism
is in place tha�requires operativn and maintenance of the practice�s} in accordance with the aperation
and maintenance p1an, such as a deed cavenant in the owner or operator's deed of record.
❑ Far post-cons�ruction stormwater management practices that are owned by a public or p�i�ate
institution �e.g. school, university or hvspital}, government agency or authvrity, or public utility; policy and
procedures are in place that ensures operaf�on and maintenance af the practice�s} in accardance with the
operatian and ma�ntenance plan.
�Of. Pro�ide the total area of imper�ious surface �i.e. roaf, pa�ement, concrete, gravel, etc.}constructed
within the disturbance ar�a?
tacres}
��. Is fhis project subjec#to the requirements of a regulated, traditianal land use control MS4? ❑ yes
❑ no
�If Yes, com plete sec�ion VI -"MS4 Acceptance" statement
V. Additional �nfarmation�Expfana#ion:
�Use this section to answer questions 9c. and 1�b., if applicable}
VI. MS4 Acceptance- MS4�fficial �princ�pal executi�e off�cer or ranking elected ofFicial}or Duly
Authorized Representati►�e �Note: Nvt required when 9b. is checked -transfer nf co�erage}
I have determ ined #hat it is acceptable for the owner or operator vf the construcfion project identified in
questian 5 to submit the Nvtice of Termination at this time.
Printed Name:
T�tIelPosltl�n:
S�gnature: Da#e:
Page 2 of 3
N�TI�E �F TE RM I NATI�N for Storm Water Discharges Authorized u nder the
SPDES General Permit for Construct�on Acti�ity�continued
VlI. Quafified Inspector Certificat�on - Fina1 Stabi�ization:
f hereby certify that all disturbed areas ha�e achieved final stabilizafion as defined �n the current�ersion �
of the general permit, and that all temparary, structural erosion and sediment cantrol measures ha�e
b�en remo�ed. Furthermore, I understand fhat certifying false, incorrect ar inaccurate informaf�on is a
violat�on of the referenced permit and the laws of fhe 5tate of New York and could subject me to
criminal, ci�il andlor administrati�e proceedings.
Printed Name:
Ti#lelPositian:
S'rgnature: Date:
VI[I. Qualified Inspector Certification - Post-construction Stormvrrater Management Practice�s}:
I hereby certify that all pvst-construction stormwater managemenf p�actices have been consfructed in
conformance with the S11�PPP. Furthermore, I understand that certifying false, incorrect or inaccurate
information is a�io�ation of the referenced permit and the laws af the State of Nev�Yo�k and could
subject me to criminal, civil andlor administrati�e proceedings.
Printed Name:
TitlelPos itio n�
Signature: Date:
IX. �wner or aperator Certification
I hereby certify that this documenf was prepared by me or under my direction or super�ision. My
determination, based upon my inquiry of the person�s}who managed the cons�ruct�on ac�ivi#y, or those
persons directly responsible for gathering the infvrmation, is that the informat�on pro�ided in this
� dvcument is true, accura#e and complete. Furthermore, I understand that certifying false, incorrect ar
inaccurate information is a vialatfan vf the referenced permit and the la�rvs of the State of New York and
cauld subject me to criminal, ci�il andlor administrative proceedings.
Printed Nam�:
TitlelPosition:
Signature: Date:
�NYS DEC Notice of Term�nation -January�0�5�
Page 3 of 3
Appendix E:
MS4 Stormwater Pollution Prevention P1an Acceptance Form
19 of ZI
New Y�rk State Department of En�ironmental�onser�atian
Division of Water
525 Broadway, 4th Floor
Albany, New York 12233-3545
MS4 St�rmwat�r P�llution Pre�entian Plan �SWPPP} A�ceptan�e Form
for
Construct�on Ac�i�ities 5eeking Autharization Under SPDES General Permif
*�N4TE: Attach Comp�eted Form to Natice�f Intent and Submit ta Address Abo�e�
I. Project�wnerlaperatar Infarmation
�.�vvnerl�perator Name:
2. Contact Person;
3. Stree�Address:
4.�ity15 tatelZip:
II. Project Site Infvrmation
5.ProjectlSite Name:
6. S treet Addres s:
7.�itylS tatelZip:
III. Stormwater Pollution Prevention Plan�SWPPP}Re�iew and Acceptance Informa�ion
S. S WPPP Re�iewed by:
9.Tit�elPosition:
1 Q.Date Final S WPPP Re�iewed and Accepted:
IV.Regulated MS4 Information
11.Narne of M54;
12.MS4 SPDES Permit Identification Nurnber:NYRZ�A
I3. Contact Person:
14. Street Address;
1 S.�itylStatelZip:
16.Tele hone Number:
�NYS DE�-MS4 SWPPP Acceptance Form-January 2���}
Page 1 of 2
MS4 S�VPPP A�ceptance Form- continued
V.Cerfification Statement-MS4�fficial(principal executiWe officer or ranking elected official}or Du�y
Autharized Representative
I hereby certify that the final Stormwater Pollution Pre�ention Plan�SWPPP}for the construction pro3ect
identifed in question 5 has been re�iewed and meets the substantive requirements in the 5PI]E5 General Permit
For Stormwater Discharges from Municipa�Sepaxate Starm Sewer Systems�MS4s}.
Note: The MS4,through the acceptance of the SWPPP,assumes no responsibility for the accuracy and adequacy
of the design included in the S�PPP.In addition,re�ievv and acceptance af the SWPPP by the MS4 does not
relie�e the ownerloperator or their S�PPP preparer of responsibility or l�ability for errors ar omissions in the
plan.
Printed Name:
TitlelPosition:
5ignature:
Date:
VI.Additional Information
Page� nf 2
Appendi� F:
Contactor's Certification Page
_ 24 of 2�
ST�RMWATER P�LLUTI�N P�VENTI�N PLAN
��NTRA�T�R �ERTIFI�ATI�N
Signatory requirements as per NYSDEC SPDES General Pertnit for Stormwater Discharges froin Construction Acti�i�ies Per�nit
No.GP-D-2�-�01 Part III.A.6
"I hereby certify under penatty of law that I underst�nd and agree to cornply with the terms and cnnditinns of the
SYTTPPP a�d agree�o implement a�zy cot�rective actions identi�ed by the quali ied inspec�or during a site inspec�ion.
I also understand tha�the owner ar operatar must com�aly with the terms and conditions of the most current version
of the�ew York Sta�e Pollutant Discharge Elimination Syst�em �"SPDES')general permit for storrnwater discharges
frorr�cortstruct�ion activities and�hat it is unlawfut for a�zy person�o cause or contribute to a violation of water
quatity standards. �'urthermore, I am aware that there are signif cant penalties fo�submitting false informa�ior�that
I do nat believe to be true, including the possibili�y vf fine and imprisonrnent for knowing violations"
Project Name andlor Address
Contractor Company Name
Address
Phone Number email
Trained Contractor* Title
Authorized Representati�e Title
Authorized Representati�e Signature Date
P�ease identify the specific elements of the SWFPP you wi�1 be responsible for:(Use addit�onal sheets if required}
*A Trained Contractor as defined in Appendix A of the General Permit- means an emp�ayee from �he contracting
�construction} company, identified in Part III.A.6., tha�has recei�ed four(4} hours of D�partment endorsed training in proper
erosion and sediment controt principles from a Soil and 1�Vater�onsetvation Dis�rict,or other Department endorsed entity. After
recei�ing the initial training,the trained contractor shall receiWe four(4}hours of training e�ery three�3}years.
�A����� ��1�I i'�����I��`, f��
App�ndi� �:
SHP�Dacumentation
21 of 21
�,��r���� ��r�cs l�����a��i��
STAX�a� � �
_ opPa�ruNi�r ��1��I�►�r�������'ll`��1��
ANDREII�I M. CU�M� ERIK KULLESEID
Gavernor Commissianer
�ctober �5, ���0
Jennifer�eraghty
Hartgen Archeolagical Associates
1744 Washington Ave Ext
Rensselaer, NY 12�44
Re: DEC
Crescent Street Subdivision
City af Saratoga Springs, Saratoga �aunty, NY
��PR����6
Dear Jennifer Geraghty:
Thank you far requesting the comments of the Division for Hisf�ric Preservatian af the �ffice of
Parks, Recreation and Historic Preser�ation ��PRHP}. We ha�e reviewed the submitted
materials in accordance with the New York State HistoriG Preserva�ion Act of 198� �section
14.�9 of the New York Parks, Recreation and Historic Preservation Law}. These commen#s are
fhose of the Di�ision for His#oric Preservation and re�ate anly to Historicl�ulfural r�sources.
They do not include patenfial environmental impacts #o New York State Parkland that may be
invol�ed in or near your proiect. Such impac#s must be considered as part of the en�ironmental
review of the project pursuant#n the State En�ir�nmental Quali�y Re�ie�r Act �New York
Envir�nmenta� Conser�ati�n Law Article 8} and its implementing regu�atians �6NY�RR Part
�17}.
�PRHP has reviewed the Phase I Archaeo�ogical Sur�ey report entitled "Phase I Archealogical
Investigation, Crescent 5treet Subd�vision, �rescent, Adams, and Jackson Streets, Cify af
Sara#oga Springs, Sarataga County, New York" prepared by Hartgen Archeological Associates,
Inc. �September�0��, ��SRDD5�7}. The archaeological survey identified th� �rescent St
Historic Site �a914�.��172�}. Based on the report f�ndings, �PRHP recommends that the
Crescent St Hisforic Site is Not Eligible for inclusion in the National RegEsfer of Histaric Places
and we concur`nrith the report recommendation �hat no additional archaeological wark is
necessary.
It is #he opinion of fhe �PRHP that no properties, including archaeological andlor historEc
resources, listed in vr eligible for the New York State and National Regis#ers of H�storic Places
vtir�ll be impacted by�h�s project. If you have any questions, I can be reached at
Jessica.Sch reyer a�pa rks.ny.g�v.
Sincerely,
�. '�` y
� � ���
�F. . � , ��r��l��T i���rrL����
�����'��� � � �
� �
�
Jessica Schreyer
Scien#isf Archaeology
Di�ision for His�oric Preser�ati�n
P.�.Box�89,Waterford,New Yvrk 12188-�189��5�8}�37-8643•parks.r�y.gQv